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Structural engineering is the use of applied physics and mechanics to analyze and design man-made structures or objects to safely resist the loads imposed upon them.
Thoughts on a PhD In Structural Engineering
This may be a bit of rambling, but to get to the point - BLUF: Has anyone reading this completed a PhD in Structural Engineering, if yes, what are some short thoughts on your program, and was it worth it for you?
I completed my masters last year and have been working in industry for almost a year now, but I have this itch to go back and keep researching. I want to work in blast-design, e.g designing structures to resist explosives, aftershock, fire-proofing, etc. you definitely don't need a PhD to get into that field, which is why there is some internal hesitancy, but I think to be doing what I truly want to do with it, I would need a PhD for the technical proficiency in that regard. I also really don't want to get to a point where I am like 35 and sitting there thinking, "Fuck, I should have gone for that PhD when I was younger"
Any thoughts/opinions?
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Structural Engineering Dissertation Topics For Prodigious Dissertation
The most important thing in a dissertation is making a great first impression. You might think that a great first impression can be made through a good abstract or even a good introduction, but the thing that actually compels a reader to pick up and read your dissertation is your dissertation topic. This is the reason majority of the supervisor’s advice students to work extensively on their dissertation topic.
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Latest Structural Engineering Dissertation Topics for 2023-2024
To make sure that you make the best possible first impression, our industry leading senior professional writers have prepared a list of the best free structural engineering dissertation topics and structural engineering dissertation ideas, specifically for your guidance and help.
The research aim to analyse high durability Materials for Earth Quake Proof Structures and their Integration with Existing System
Objectives :
- To design high quality earthquake proof material that can resists high shocks without compromising structural integrity.
- To identify the challenges related to introducing advanced shock proof material into existing system and the ways to overcome it.
- To evaluate the environmental impact of the new materials and the ways to minimize them to acceptable levels.
The study aims for the design and Testing of Military grade blast resistant structural designs for highly sensitive environment
- To design the blast resistant material for hostile environments.
- To analyse the minimum time to build blast resistant structures.
- To determine the point of failure for blast resistant structures.
- To provide economic analysis of new material design in comparison with existing blast resistant materials in sensitive environment.
The study is aimed to evaluate the recycling process of plastic waste for the manufacturing of brick and the associated economic factors
- To analyse the challenges related to the use of plastic material for the production of brick.
- To evaluate the economic challenges related to the manufacturing process and the ways to overcome them
- To find the structural integrity of plastic bricks as compared to regular bricks.
- To analyse the environmental benefits of the process.
The study aims To Evaluate the use of Graphene in Manufacturing High Quality cost-effective Steel and Their Use In offshore Design
- To find the elastic, plastic and tensile strength of graphene coated steel and their effectiveness in offshore oil rigs.
- To evaluate corrosion resistance and effective life of the material in offshore rig environment.
- To analyse the cost-effective ways to build the graphene coated material on industrial scale.
- To evaluate the material integration with concrete and its behavior under compressional, tensile and shear strength.
The research aim to design Cost-effective Dams to Address Seasonal Flooding Problems to minimize their Environmental Impacts
- To find the cost effective methods for dam design that can be used to counter seasonal flooding and minimise their impacts.
- To evaluate the structural integrity of these dams and their effectiveness in natural environment.
- To analyse the positive and negative environmental aspects of the dams.
- To evaluate the cost of build of these dams and the ways to minimize it.
The research aims to examine different techniques to evaluate and determine the asphalt content and road deterioration.
- To analyse different models for pavement deterioration.
- To identify the main indicators of pavement deterioration.
- To identify different condition responsible for pavement deterioration.
- To compare modern and conventional techniques to address deterioration.
The research aims to analyse the structural challenges related to underground intra-city train network for London city and implementation of spatial stress analysis to overcome them.
- To analyse the structural challenges related to development of underground train network.
- To evaluate the process and techniques involved in the development of the underground train network using spatial stress analysis.
- To design the process addressing the structural challenges of the project.
- To analyse the implementation of design process on existing system of train network.
The study aims to develop advanced risk assessment tools to determine structural integrity of dynamic and complex structure using simulation modelling.
- To develop a risk assessment tool for dynamic and complex structures.
- To determine the accuracy of simulation modelling in comparison to real time analysis.
- To analyse the structural integrity of different structure and evaluate their point of failure.
- To evaluate the efficiency of the simulation tool in comparison to existing software.
The research aims to analyse the necessary arrangements required to build mega structures in coastal areas using the case study of Patimban Seaport, Indonesia.
- To analyse the challenges related in building mega structures in coastal areas using the example of Patimban Seaport, Indonesia.
- To evaluate the ways to address the challenges related in building mega structures in coastal areas.
- To design the cost-effective methods for the reinforcing the coastal areas to sustain mega structures.
- To analyse the environmental and economic impacts of the project.
The research aims to evaluate the use of Oobleck along with concrete for the development of high resistance structures and its economic impact.
- To design the process for the development of Oobleck based concrete.
- To evaluate the economic impact of Oobleck based concrete compared to regular concrete.
- To determine the expected life and point of failure for Oobleck based concrete.
The aim of the study is to conduct an explorative analysis to identify and analyze traditional techniques that are utilized for the determination of road and asphalt deterioration. The research aims to analyze to compare modern resources and old techniques. The aim of the study is to identify are these conventional techniques outdated?
Objectives:
The primary objective of the study is to achieve the aim of the study. However, the aim of the study can be achieved through secondary objectives. Therefore, the secondary objectives of the study are the following:
- To study the model of pavement deterioration.
- To identify the main conditions of pavement indicators.
- To analyze the conventional methods of road and asphalt deterioration.
- To conduct a comparative, analyze the modern and conventional techniques of deterioration.
The aim of the study is to conduct a novel analysis of the changes in structural engineering over time. The research aims to study that will these modern and new hardware and software will certainly provide more accurate solutions. Therefore, the aim of the study is to analyze and characterize the change and modification that have been occurred in the structural engineering processes because of the computer. The research thereby aims to offer direction for the additional development in structural engineering by utilizing computers in structural design.
The primary objectives of the study are to achieve the aim of the study. However, the aim of the study can be achieved through secondary objectives. Therefore, the secondary objectives of the study are the following:
- To study the concept of structural engineering.
- To evaluate the changes, occur in structural engineering over time.
- To study the future of structural engineering and build an understanding of the past of structural engineering.
- To study the change process of structural engineering.
- To evaluate the development and history of structural engineering.
- To analyze the role of technology in modifying structural engineering.
- To study how these modern and new hardware and software will offer accurate solutions.
- To offer a suggestion for more development in structural engineering.
The aim of the study is to conduct a systematic analysis of the role played by a structural engineer in advancing the medical procedures and technologies. The research aims to analyze the growing significance of the structural engineer. The aim of the study is to evaluate the growing need for specialization in the engineering field.
- To analyze the role of structural engineers.
- To evaluate the structural engineer role in medical procedure and technologies.
- To study the growing significance of structural engineers.
- To evaluate the growing need of specializing in the field of structural engineers.
- To analyze the transformation of a structural engineer over time.
The aim of the study is to conduct an evaluative study on the third zone engineering networking principal. The research aims to analyze the effectiveness of the third zone engineering in evaluating the structures of building and for the revolution of the overall industry.
The primary objective of the study is to achieve the aim of the study. However, the aim of the study can be achieved through various secondary objectives. Therefore, the secondary objectives of the study are the following:
- To study the concept of third zone engineering.
- To analyze the role of third zone engineering.
- To evaluate the significance of third zone engineering.
- To determine the efficacy of third zone technique in structural building.
- To analyze the third zone engineering networking principal.
- To evaluate the impact of third zone engineering in the evaluation of structure building.
The aim of the study is to examine the use of modelling geo-mechanical in structural engineering. The research aims to analyze the role of uncertainty quantification regarding the model of geo-mechanical inverse in structural engineering. The aim of the study is to enable the practitioner engineer to understand the factors of uncertainty and its consequences related to geo-mechanic inverse deeply. Moreover, the research aims to analyze the benefits of reducing uncertainty consequences.
- To evaluate the concept of the geo-mechanical inverse.
- To analyze the use of the geo-mechanical inverse model in general.
- To evaluate the use of the geo-mechanical inverse model in structural engineering.
- To analyze the uncertainties related to the geo-mechanical inverse model.
- To analyze the possible consequences of the geo-mechanical inverse model.
- To determine the role of the geomechanical model in structural engineering.
- To evaluate how the geomechanical model can overcome the uncertainties in structural engineering.
The aim of the study is to conduct a novel study on the measurement of shock transmission by the geologic material. The research aims to identify and determine the materials for the structure of the building that are anti-earthquake.
- To study the concept of geological material.
- To measure the impact of geological material in shock transmission.
- To evaluate the anti-earthquake materials.
- To investigate which type of structure or material can be earthquake resistant.
- To evaluate the concept and designing of earthquake-resistant material.
- To analyze the feature that helps the material and structure to be earthquake resistant.
- To analyze the current practice and knowledge in designing, construction and planning of the concrete building that is earthquake resistant.
The aim of the study is to conduct a critical analysis of the utilization of hybrid construction material like timber steel for the construction of the advanced multi-storey structure of the building. The research aims to study the construction of building in the municipal cities besides the fault line. Furthermore, the research aims to conduct a case study in Tokyo with this regard.
- To evaluate the use of timber steel.
- To analyze the use of timber steel in the construction of the multi-storey building.
- To evaluate the advantage of using timber steel.
- To investigate the economic advantage of using timber steel.
- To study the advantage of timber steel with the aspect to fire resistance.
- To analyze the application of timber steel in multi-storey buildings.
- To analyze the implication of timber steel in a multi-storey building.
- To evaluate the efficacy of timber steel in structural engineering.
The aim of the study is to analyze factors for enhancing the steel trusses structural efficacy for making strong and durable skyscrapers. The research aims to conduct a case regarding Dubai buildings. The aim of the study is to design the serviceability, strength and stability structure. Additionally, the structure must be aesthetic and economical. The aim of the study is to develop a structure which will be thereby able to manage the load without any failure of implication throughout the intended life of the building. Therefore, the study aims to examine and analyze some of the accessible measures, by utilizing those measures for a good cause and certainly provide the theoretical background for the measure on the basis of the concept of structure.
- Examine the factors for enhancing the structural efficacy in the steel trusses.
- Analyze different materials uses roof truss 2D and develop an inert structure and examine the distortion and the corresponding stress.
- To develop an inert structure of 2D roof truss through the steel model and explore the deformation and the corresponding stress as well.
- To compare and contrast the different type of steel efficacy such as structural steel, alloy steel and mild steel.
- To identify which steel, possess more efficacy among all the three types.
The aim of the study is to analyze the computer-aid design (CAD) limitations that are certainly being applied in the engineering project of today. The research aims to evaluate how CAD limitation will lead the new country toward the environmental and economical problem. For this aspect, the research aims to evaluate the effectiveness as well as the challenges and implication of the CAD in modern engineering projects.
- To study the concept of CAD in engineering projects.
- To evaluate the effectiveness of CAD in the project of engineering.
- To analyze the advantages and disadvantages of CAD in modern engineering.
- To determine the limitations and implication of CAD in modern engineering.
- To examine the CAD challenges in modern engineering.
- To evaluate the significant impact of CAD.
The aim of the study is to evaluate the concreate elastic and strength behaviour in the filled tubular steel sector. The research aims to analyze the structure effectiveness for the oil rigs which are offshore. The general aim of the study is to study different literature that has been previously studied regarding the tubular filled sections, the different shapes that are adopted and the adopted methodologies as well.
- To study the elastic behaviour and strength of concrete in the filled tubular.
- To study the elastic properties as well as the strength properties of these kinds of beams.
- To study the concrete-filled tubular behaviour under the flexure, shear and compression.
- To conduct a theoretical analysis of filled tubular through the analysis method of finite element.
The aim of the study is to conduct a novel study regarding the usage of waste plastic in bricks manufacturing as well as with them-sand and quarry dust. The research aims to analyze the effectiveness of the method in recycling waste plastic rather than just throwing it in conventional areas of land. Therefore, the major aim of the study is to develop and build an effective way for efficiently using the waste plastic which can certainly pose sustainment threat in the ecological balance, along with the waste of quarry to establish a substitute building material through which the waste plastic scientific disposal, as well as the conventional building material scarcity, can be certainly answered.
- To analyze the ways for effective utilization of waste plastic.
- To evaluate the effectiveness of recycling waste plastic for bricks manufacturing.
The aim of the study is conducting novel research on how Iron Nanoparticle (INP) can be used for the Arsenic (iii) removal and treatment from the groundwater. The research aims to analyze the technique effectiveness for making the water of the ground safe and clean for the purpose of agriculture and irrigation.
- To evaluate the concept of Iron Nanoparticles (INP).
- To analyze how INP can be used for the removal and treatment of Arsenic (iii).
To evaluate the effectiveness of INP.
The aim of the study is conducting a novel evaluation on the usage of fabricated nanomaterial of graphene for the treatment of water. The study aims to conduct a comparative analysis of the advantage vs the cost-effectiveness of graphene techniques. Furthermore, the research aims to represent an evaluation of the graphene nanomaterial contribution to the treatment of water. The study aims to discuss and explore various future and upcoming perspective of these materials in the treatment of water. Additionally, the research has made attempt to explore the hazards and nanotoxicity of the graphene materials. Moreover, the study will also provide suggestion and recommendation to discover the overall potential and effectiveness of these materials alongside the nanotoxicity precaution and their hazards as well.
- To evaluate the usage of graphene for the treatment of water.
- To determine the advantage vs the cost-effectiveness of the graphene for the treatment of water.
The aim of the study is to conduct a critical analysis of the replacement of river sand by the foundry sand waste in the paver block as an efficient way of reducing the erosion of soil. The research aims to study the alternate material usage in the concrete which involves future changes in the technology of concrete that certainly pave the way to use few of the substitute material that can be thereby used as the structure to the concrete ingredient that can be completely or partially be replaced with one or more than one material. The research also aims to study the waster foundry sand application in concrete. The research also aims to study a different aspect of utilizing waste material in the concrete.
The following are the objective of the study.
- To find how the replacement of river sand can be an effective way for soil erosion reduction.
- To analyze the significance of replacing river sand.
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Structural engineering dissertation topics can be used only once. Whereas on the other hand structural engineering dissertation ideas can be moulded and shaped into multiple structural engineering dissertation topics that suits your needs and availability of resources. For this reason our team of sensational professional writers have produced a list of some of the best dissertation ideas that you can use to custom make structural engineering dissertation topics for yourselves.
Structural Engineering Dissertation Ideas For Striking Dissertation
TYPE | SUBJECT |
---|---|
BS | An exploratory study of ground fissures generated by liquefaction following an earthquake. A case study of Chile |
BS | An evaluative study on concrete filled glass fibre reinforced compression members for making high reinforced blocks for construction. |
MSC | A critical research on the spatial stress analysis of a large underground projects. A case study of underground train stations in London. |
MSC | A novel study on the use of soap free emulsion polymerization for new building sealant for water proofing of building in tropical areas. |
MS | A exploratory performance analysis of transmission tower systems. A case study based on MATLAB numerical calculation. |
MS | A critical study of elasto-plastic analysis of large span reticulated shell structure under multi-support excitations. Are these structures more sturdier than conventional structures? |
MS | An analysis of the behaviour of composite beams of steel reinforced recycled concrete. How are these helpful in recycling and reducing waste? |
Ph.D. | A critical evaluation of shear distribution coefficient study under horizontal force. A case study on the asphalt structure of airstrips. |
Ph.D. | A novel assessment method based on blind information theory. A case study of highway tunnel construction |
Ph.D. | Analysing the wind induced vibration analysis of wind turbine power tower. How can these vibrations be minimized in order to increase life of the structure? |
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Some tips and tricks to follow in order to make sure that your dissertation topics are great, are to firstly keep your dissertation topic simple yet focused, the choice of words should be so clever that it should pique your reader’s interest.
A large part of a great dissertation topic lies on the fact that whether your dissertation is pursuable or not. If you have an idea, then explore multiple topics first, then go with the one that is the most attractive.
There are multiple areas from where you can find samples related to your dissertation, for example academic search engines, freelance websites, from your university’s library or local library, from your seniors or recent graduates and even from writing service providing websites.
You may come across many great dissertation ideas and topics but not all of them are pursuable. Some things that you can do to make sure that your dissertations are pursuable or not are to do a small scaled qualitative/quantitative study first. Along with it do semiotic analysis, textual analysis and secondary research.
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Ph.D. Dissertations
1. | Waibhaw Kumar | Fire Performance of Structural Hollow Steel Tube Columns With And Without Infills | Prof. Umesh Kumar Sharma | 01/Feb/2024 | |
2. | Sandeep Kumar Dubey | Studies on Concrete Fracture Behaviour Under Monotonic and Fatigue Loading: Effect of Heterogeneity | Prof. Sonalisa Ray | 26/Feb/2024 | |
3. | Ananya Bijaya | Exploration of Fracture Anisotropy, Multiscale Mechanics and Dynamics Fracture through Phase-Filed Method | Prof. Rajib Chowdhury | Prof. Shubhankar Roy Chowdhury, | 26/Feb/2024 |
4. | Chhaya Zalakkumar Rasendu | Aseismic Design Solutions For Liquid Storage Tanks | Prof. Vipul Prakash | 15/Mar/2024 | |
5. | Mohammad Mohsin Khan | Dynamic Material Characterization of Concrete | Prof. Mohd. Ashraf Iqbal | 01/Apr/2024 | |
6. | Lipi Mishra | Behaviour of Deteriorated Reinforced Concrete Structural Elements Under Elevated Temperatures. | Prof. Umesh Kumar Sharma | 30/May/2024 | |
7. | Praveen Verma | Development of Graphene based Material and an Industrial Waste Based Hardening Accelerator for Early Strength Gain in Concrete | Prof. Rajib Chowdhury | Prof. Anupam Chakrabarti | 05/Jul/2024 |
8. | Rakesh Kumar Patra | Post Fire Behaviour of Granulated Blast Furnace Slag Aggregate Concrete Filled Steel Tube | Prof. Pramod Kumar Gupta | 09/Aug/2024 |
1. | Abhinav Gupta | Adaptive analysis using Isoparametric and Isogeometric Elements: Application towards topology optimization, fracture, and Multiphysics problems | Prof. Rajib Chowdhury | Prof. Anupam Chakrabarti | 18/Jan/2023 |
2. | Susheel Kumar Katariya | Behaviour of Thin-Walled Concrete-Filled Steel Tubes in Bending and Compression | Prof. Pramod Kumar Gupta | 15/May/2023 | |
3. | Saikat Das | Development of Agriculture Waste-based Accelerator for Enhanced Concrete Hardening (AgWACH) | Prof. Sonalisa Ray | 10/Jul/2023 | |
4. | Ali Mubarack C. K. | Track-Bridge Interaction in Presence of CWR: Stability as well as Strength Aspects | Prof. Akhil Upadhyay | 10/Oct/2023 | |
5. | Anita Bhatt | Performance based blast resistant design of RC structures | Prof. Pradeep Bhargava | Prof. Priti Maheshwari, | 30/Oct/2023 |
6. | Mudragada Ravi Kumar | Damage Assessment of RC Frames Subjected to Blast and Post-Blast Fire Scenarios | Prof. Pradeep Bhargava | 06/Nov/2023 | |
7. | Dinesh Kumar Samal | Studies On ITZ And Damage Characteristics In Concrete Of Varying Strengths: An Analytical And Experimental Approach | Prof. Sonalisa Ray | T Hemalatha | 09/Nov/2023 |
8. | Kamran | Constitutive Modelling of Concrete Subjected to High Strain Rate | Prof. Mohd. Ashraf Iqbal | 20/Nov/2023 | |
9. | Bineet Kumar | Studies on fracture processes in cementitious composite under fatigue loading | Prof. Sonalisa Ray | 11/Dec/2023 | |
10. | Arshdeep Singh | Valorisation of rice husk ash as a supplementary cementitious material | Prof. Bhupinder Singh | 21/Dec/2023 |
1. | Madhusudan G. Kalibhat | Behavior and Optimum Design of Steel Concrete Composite Bridge Girders. | Prof. Akhil Upadhyay | 04/Jan/2022 | |
2. | Rohit Raju Madke | Multiscale Modelling and Failure Prediction of Woven and Braided Composites | Prof. Rajib Chowdhury | 03/Jun/2022 | |
3. | Mohammad Kamil Khan | Numerical Study of Dynamic Brittle Fracture in Impact Problems | Prof. Mohd. Ashraf Iqbal | 21/Jul/2022 | |
4. | Qazi Inaam Ul Quadir | Behavior and Optimum Design of Steel Girders with Corrugated Web | Prof. Akhil Upadhyay | 24/Aug/2022 |
1. | Aditi Chauhan | Characterizing Chloride-Induced Corrosion in Reinforced Concrete Under Varying Environmental Conditions | Prof. Umesh Kumar Sharma | 04/Mar/2021 | |
2. | Zaid Mohammad | Concrete Filled Tubes Subjected to Impact Loading | Prof. Pramod Kumar Gupta | 27/May/2021 | |
3. | Venkatesan J. | Impact Response of High Performance Concrete | Prof. Mohd. Ashraf Iqbal | 03/Jul/2021 | |
4. | Pranav Nellesri | Construction stage behaviour and long term monitoring of the prestressed concrete bridge | Prof. Sanjay Chikermane | 13/Dec/2021 |
1. | Subhan Ahmad | Masonry Structures and Ductile Mortar | Prof. Pradeep Bhargava | ||
2. | Bharat Singh Chauhan | Response of Closely Spaced Tall Buildings Under Wind Loads | Prof. Anupam Chakrabarti | 01/Oct/2020 | |
3. | Mohammad Suhaib Ahmad | Bond Behaviour of Steel in Concrete Under Flexure When Exposed to Fire | Prof. Pradeep Bhargava | 31/Dec/2020 |
1. | Vimal Kumar | Response of Prestressed Concrete Under Quasi-Static and Dynamic Loading | Prof. Mohd. Ashraf Iqbal | ||
2. | Sonali Bhowmik | ANALYTICAL AND EXPERIMENTAL INVESTIGATIONS ON CONCRETE MEMBERS UNDER FATIGUE LOADING | Prof. Sonalisa Ray | ||
3. | Aditya Singh Rajput | Evolution and Upgradation of corroded confined concrete columns | Prof. Umesh Kumar Sharma | ||
4. | Neelam Rani | Wind pressure distribution on multi-span canopy roof | Prof. Sonalisa Ray | 06/May/2019 | |
5. | Faraz Tariq | Performance of Corroded RC Elements Exposed to Fire | Prof. Pradeep Bhargava | 16/May/2019 | |
6. | Govind Gaurav | Splice strength of deformed steel bars in recycled aggregate concrete | Prof. Bhupinder Singh | 22/Aug/2019 | |
7. | Ran Bir Singh | Rheology of self-compacting concrete containing recycled aggregates | Prof. Bhupinder Singh | 19/Sep/2019 | |
8. | Kasi Viswanathan M. | Behaviour of laminated composite box-sections subjected to axial and lateral loads | Prof. Akhil Upadhyay | 23/Oct/2019 | |
9. | Shujaat Hussain Buch | Fire Resistance of Reinforced Concrete Columns | Prof. Umesh Kumar Sharma | 11/Dec/2019 |
1. | Bibekananda Mandal | Behaviour Of Laminated FRP Composite Bolted Joints | Prof. Anupam Chakrabarti | ||
2. | Vipul Bhardwaj | Piezoelectric and Mechanical Behaviour of Doped and Undoped ZnO Thin Films | Prof. Rajib Chowdhury | Prof. R. Jayaganathan, Department of Metallurgical and Materials Engineering | |
3. | Tanmoy Chatterjee | Novel Integrated Computational Models for Robust Design Optimization | Prof. Rajib Chowdhury |
1. | M. Muslim Ansari | Behaviour Of FRP Laminated Plates Under Impact Loading | Prof. Anupam Chakrabarti | ||
2. | Sanjeev Kumar Singh | Characterization of fire damaged reinforced concrete beams and retrofitting aspects | Prof. Pradeep Bhargava | ||
3. | Suryavanshi Shivanad Rohidas | An investigation of the efficiency factors of RCA-concrete bottle-shaped struts | Prof. Pradeep Bhargava | ||
4. | V. Suryavanshi | An Investigation of Strength of RCA Concrete Bottle-shaped Struts | Prof. Bhupinder Singh | ||
5. | K. Kapoor | Fresh and Hardened Properties of Self-compacting Concrete containing Recycled Concrete Aggregates | Prof. Bhupinder Singh | ||
6. | Ahmad Shakeel | Shear Friction in Recycled Aggregate Concrete | Prof. Bhupinder Singh | ||
7. | Abhishek Rajput | Behaviour of Prestressed Concrete Plates Under High Rate of Loading | Prof. Mohd. Ashraf Iqbal | ||
8. | Souvik Chakrabarti | A Multilevel Paradigm for Stochastic Computations | Prof. Rajib Chowdhury | ||
9. | Harish C. Arora | Evaluation Of Durability Of FRP Strengthened Concrete Structural Elements | Prof. Umesh Kumar Sharma | Prof. Anupam Chakrabarti, | 14/Dec/2017 |
1. | M. J. R. Prince | Bond Behaviour between Recycled Aggregate Concrete and Deformed Steel Bars | Prof. Bhupinder Singh | ||
2. | K. Venkateshwarlu | Fluid flow and heat transfer in ventilated enclosures and design of precast clean room | Prof. Bhupinder Singh | ||
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PHD theses of Structural Engineering Lab
Running phd theses structural engineering laboratory.
Robustness of timber structures - Experimental characterisation of progressive collapse Katharina Sroka Co-supervisor Empa: Dr. Pedro Palma ETH Zürich, Institut für Baustatik und Konstruktion: Prof. Dr. Andrea Frangi
Advanced Carbon Sequestration and Digital Construction for Net-Zero Concrete Structures (AC-DC-Concrete) Zohaib Hassan Co-supervisor Empa: Prof. Dr. Moslem Shahverdi ETH Zurich, Institute for Building Materials (IfB): Prof. Dr. David Kammer
Innovative coupler system for steel rebars using shape memory alloys (Fe-SMA) Ali Jafarabadi Co-supervisor Empa: Dr. Christoph Czaderski Co-Supervisor Empa: Dr. Elyas Ghafoori ETH Zurich, Institut für Baustatik und Konstruktion: Prof. Dr. Eleni Chatzi
Verstärkung von Brücken mit UHFB und memory-steel Bewehrung Angela Sequeira Lemos Co-supervisor Empa: Dr. Christoph Czaderski Co-supervisor OST, Rapperswil: Prof. Dr. Ivan Markovic ETH Zurich, Institut für Baustatik und Konstruktion: Prof. Dr. Walter Kaufmann
Entwicklung einer Methode für die Modellierung, Bemessung und Ausführung von aussteifenden Holzrahmenbau-Wänden mit Öffnungen Nadja Manser Co-Supervisor Empa: Dr. René Steiger ETH Zurich, Institut für Baustatik und Konstruktion: Prof. Dr. Andrea Frangi
Short- and long-term creep and stress relaxation of shape memory alloy Meet Jaydeepkumar Oza Indian Institute of Technology Kharagpur Co-Supervisor Empa: Prof. Dr. Moslem Shahverdi EPF Lausanne, Laboratory of Thermomechanical Metallurgy: Prof. Dr. Roland Logé
Fracture of SMA bond – Fracture Failure of Adhesively Bonded Fe-SMA joints Niels Pichler Co-Supervisor Empa: Dr. Elyas Ghafoori & Dr. Wandong Wang Collaborators: University of Salerno: Prof. Enzo Martinelli TU Delft: Prof. Hans Poulis ETH Zurich: Prof. Andreas Taras
Concluded PhD Theses Structural Engineering Laboratory
Development of an iron-based SMA with higher recovery stress compared to existing Empa/re-fer alloy (2023) Yajiao Yang Co-Supervisor Empa: Prof. Dr. Moslem Shahverdi ETH Zurich, Department of Materials: Prof. Dr. Manfred Fiebig
Bond behavior and debonding failure in Fe-SMA strengthened stell members (ETHZ No. 29585 / 2023) Lingzhen Li Co-Supervisor Empa: Dr. Elyas Ghafoori ETH Zurich, Institut für Baustatik und Konstruktion: Prof. Dr. Eleni Chatzi
Adhesively bonded SMA-to-steel joints for increased sustainability of steel structures (2023) Sizhe Wang Co-Supervisor Empa: Dr. Elyas Ghafoori Tongji University, Department of Bridge Engineering: Prof. Xu Jiang
Structural behaviour and reliability of connections in timber structures (ETHZ No. 29123 / 2023) Jonas Wydler Co-Supervisor Empa: Dr. Pedro Palma ETH Zurich: Prof. Dr. Andrea Frangi
Multiaxial fatigue behavior and strengthening of riveted double-angle connections in steel bridges using prestressed CFRP rods (2021) Hossein Heydarinouri Co-Supervisor Empa: Prof. Dr. Masoud Motavalli / Dr. Elyas Ghafoori EPFL, RESSLab, Prof. Dr. Alain Nussbaumer
Iron-based shape memory alloy reinforcement for prestressed strengthening of concrete structures (2021) Bernhard Schranz Co-Supervisor Empa: Dr. Christoph Czaderski, Prof. Dr. Moslem Shahverdi ETH Zürich, IBK, Prof. Dr. Thomas Vogel
European Beech Glued Laminated Timber (2019) Thomas Ehrhart Co-Supervisor Empa: Dr. René Steiger ETH Zürich, Institut für Baustatik und Konstruktion: Prof. Dr. Andrea Frangi
Strengthening of metallic members under mixed mode fatigue loading using prestressed CFRP plates (2019) Ardalan Hosseini Co-Supervisor Empa; Prof. Dr. Masoud Motavalli / Dr. Elyas Ghafoori EPF Lausanne, ENAC School of Architecture, Civil and Environmental Engineering: Prof. Alain Nussbaumer
Iron-based Shape Memory Alloy (Fe-SMA) in Fatigue Strengthening of Steel Bridge Members (2019) Mohammadreza Izadi (Guest PhD) Co-Supervisor Empa and University of Tehran: Prof. Dr. Masoud Motavalli / Dr. Elyas Ghafoori University of Tehran, School of Engineering: Prof. Dr. Maalek
Bond behavior of prestressed CFRP to concrete using externally bonded reinforcement on groove (EBROG) method Niloufar Moshiri (Guest PhD) Co-Supervisor Empa: Dr. Christoph Czaderski Isfahan University of Technologiy (IUT) / Prof. Dr. Davood
Long-term Resistance of Gradient Anchorage for Prestressed CFRP Strips in Structural Concrete Retrofitting (2018) Yunus Emre Harmanci Co-Supervisor Empa: Dr. Julien Michels ETH Zürich, Institut für Baustatik und Konstruktion: Prof. Dr. Eleni Chatzi
A combined experimental and numerical approach to spalling of concrete in high temperature (2018) Dorian Dauti (Guest PhD) Co-Supervisor Empa: Dr. Benedikt Weber Université Grenoble Alpes: Prof. Dr. Stefano Dal Pont
Study on the tensile behaviour of CFRP steel composite system Weijie Li (Guest PhD) Co-Supervisor Empa: Prof. Dr. Masoud Motavalli / Dr. Elyas Ghafoori Wuhan University China / Prof. Yiyan Li
Dynamic effect of transition zone and rail corrugation on the bridge response Yashar Doroudi (Guest PhD) Co-Supervisor Empa: Dr. Elyas Ghafoori The University of Queensland, Prof. Dr. Dilum Fernand
Earthquake-Resistant Timber Systems for Multi-Storey Building Co-Supervisor Empa, Dr. René Steiger EPF Lausanne, ENAC School of Architecture, Civil and Environmental Engineering: Prof. Dr. Katrin Beyer
Updated braking forces for the assessment of road bridges (EPFL 2016) João Alves Martins Co-Supervisor Empa: Dr. Glauco Feltrin EPF Lausanne, ENAC School of Architecture, Civil and Environmental Engineering: Prof. Dr. Katrin Beyer
Mitigation of Wind-Induced Vibrations in Long-Span Bridges using a Distributed Flap System (EPFL No. 7069 / 2016) Maria Boberg Co-Supervisor Empa: Dr. Glauco Feltrin EPF Lausanne, ENAC School of Architecture, Civil and Environmental Engineering, Prof. Dr. A. Martinoli
Seismic in-plane behavior of post-tensioned existing clay brick masonry walls (ETHZ No. 22824 / 2015) Abdola Sadeghi Marzaleh Supervisor Empa: Prof. Dr. Masoud Motavalli ETH Zürich, Institut für Baustatik und Konstruktion IBK, Prof. Dr. Peter Marti
Material Development for Friction Based Vibration Control (ETHZ No. 22825 / 2015) Rebekka Ginés Co-Supervisor Empa: Prof. Dr. Masoud Motavalli ETH Zürich, Science de Base, Prof. Dr. Ermanni
Fatigue Strengthening of Metallic Members using Un-bonded and Bonded CFRP Laminates (ETHZ No. 22645 / 2015) Elyas Ghafoori ETH Zürich, Prof. Dr. Fontana Co-Supervisor Empa: Prof. Dr. Masoud Motavalli
Semiactive Control of Magneto-heological (MR) dampers using Sliding Mode Control (SMC) & System (SI) Methodes (2015) Mohammad Miah ETHZ, Departement Bau, Umwelt und Geomatic / Prof. Eleni Chatzi Co-Supervisor Empa: Dr. Felix Weber
Structural behavior of glued-laminated timber members subjected to axial compression or combined compression and bending Matthias Theiler Co-Supervisor Empa, Dr. René Steiger ETH Zürich, Institut für Baustatik und Konstruktion IBK, Prof. Dr. Mario Fontana, Prof. Dr. Andrea Frangi
Restfestigkeit vorgespannt umschnürter Betondruckglieder unter besonderer Berücksichtigung von Formgedächtnislegierungen als umschnürendem Material (2014) Lars Janke Bauhaus Universität Weimar Prof. J. Ruth, Co-Supervisor Empa: Dr. Christoph Czaderski
Structural behaviour of glued laminated timber beams with unreinforced and reinforced notches (ETHZ No. 21825 / 2014) Robert Jockwer ETHZ, IBK, Prof. Dr. Frangi Co-Supervisor Empa: Dr. René Steiger
Strengthening of reinforced concrete members by prestressed externally bonded reinforcement with gradient anchorage (ETHZ 20504) 2013 Christoph Czaderski ETHZ, Prof. Dr. Peter Marti Co-Supervisor Empa: Prof. Dr. Masoud Motavalli
Active Vibration Control using low-cost Actuators (2010) Charles Boston Profs. L. Guzzella and E. Mazza Co-Supervision: Dr. Felix Weber
Prof. Dr. Masoud Motavalli Head of Laboratory
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Thesis on Concrete Structural Design for Sustainability (Optimising Structural Form) 2013
Concrete structures have been designed throughout history by paying attention to their form. Before the invention of reinforced concrete, it was imperative to design a concrete structure that took mainly if not entirely compressive loads. This was done to avoid the relative weakness of earlier building materials, including unreinforced concrete under tensile loads. These form-active concrete structures are potentially the most efficient concrete structural components with regard to their load carrying capacity in relation to their weight. Form-active design is more complex since it requires an understanding of the shape the concrete structure would take under a particular load if it had no bending stiffness, i.e. if it were to behave like a cable. Due to the high structural efficiency, form-active structures play an important role with regard to sustainability. They use less material to achieve higher load carrying capacities, and therefore they reduce the use of natural resources. This thesis focuses on concrete floor slabs in residential buildings and small commercial buildings. The aim is to study the behaviour of these slabs under loading and analyse how structural form considerations can lead to better design solutions. These structural components were chosen due to their significant contribution to the construction of both residential and small commercial buildings. However, this choice imposes certain restrictions in the freedom of designing form-active structures; i.e. dimensional restriction such as depth of the slab, flatness of the slab on the top surface, etc. These restrictions are important since they determine whether the slab will be able to correctly perform its function. The analytical methodology involved designing a set of traditional solid slabs and improving their designs according to material and cost optimisations. These slabs were then compared with form active slabs which were designed to take the parabolic shape of their bending moment diagrams. From an analysis of the designs, it was found that form active slabs are approximately two times more efficient than the traditional solid slab. This efficiency is with regard to load carrying capacity and the amount of material used, both concrete and steel. The reduction in the concrete used for a form-active slab with the same span as a traditional solid slab, can be approximately 60% and that of steel can be approximately 70%. These values are a clear indication that the consideration of structural form can lead to better and sustainable solutions. One way spanning slabs can be applied to both residential and small commercial buildings since these buildings are commonly constructed as post-and-beam structures, with discontinuous joints. Furthermore these buildings have significantly lower and more predictable loads than other types of buildings. This helps with regard to avoiding failure by unexpected excessive point loads. Larger commercial and institutional buildings such as malls, hospitals, etc. can also adopt the application of one way spanning form-active slabs. This is because of the common attribute most of these buildings have, which is large hallways and corridors, which are suitable application areas for these types of slabs. This thesis has in this regard successfully shown the economical and sustainable advantages of concrete structural design through the consideration of structural form by investigating the special case of one way form-active slabs.
Related Papers
Oscar Liebana
In the current office building construction practice, flat plate is the most common floor structural system due to its economic and practical advantages. Traditionally, high material costs have had a great impact on total construction cost, so voided options as ribbed or waffle slab have been used extensively. However, recently there is a tendency to design solid slabs options, especially due to rising labor costs, simpler and quicker construction, which reduces execution timeframe and increases construction safety. The use of post-tensioned (PT) floors in building structures has been growing in recent years. This type of construction allows thinner slabs and thus, it creates lighter structures, produces a large reduction in rebar tonnage, with the subsequent advantages in transportation, storage or labor. Also, these slabs have other advantages as reduced cracking and deflections, reduced floor to floor height or quick construction. In most countries these design mechanical and economical features have enabled the system to compete economically with traditional in-situ concrete floor slabs; however, this is not the case in some other countries like Spain. Introduction of sustainability criteria and specialization in construction can allow for this system to be introduced in the market, which can also mean lower costs, improved performance and focusing on sustainability in construction. Different solutions have been studied for an actual project, in terms of material quantities, minimum structural thickness and it has also been checked the impact of costs and environmental criteria based on CO2 emission. With these data, we could assess that the current status of low production of flat slabs in Spain it is not related to real economic reasons; it is actually related to a combination of reasons as lack of technical knowledge of designers or builders, inconsistencies or deficiencies in current national codes in each country. The construction industry is following an inertial period that resists changing known systems, apparently satisfactory, and that especially shows an unsustainable view of the construction. Post-tensioned concrete slabs will not always be the most suitable and sustainable option, but it should be evaluated while considering other more familiar techniques of construction with updated considerations.
Ahmed Senouci
Tehnicki vjesnik - Technical Gazette
Ilija M MILIČIĆ , Milan Kekanović
Construction and Building Materials
Jeung-Hwan Doh
IRJET Journal
Flat slabs and other similar slabs are preferred in those structures having larger spans. Due to advancements in civilization emphasis has been put on the construction of newer and more advanced structures like buildings, shopping malls, airports, railway stations, etc. This led to the use of flat slabs for safety, stability, and better design. This works deals with the analysis of critically flat slabs regarding their design, stability, and uses. Cost-benefit analysis gives the economic viability of the use of flat slabs in comparison to other types of slabs. Different design methodologies have been adopted and critically reviewed and inferences are made for the selection of the particular method of designing the flat slab. Using various codes during design are also used for the purpose. The stability of flat slabs under different situations has been critically studied. In civil engineering uses different types of slabs are used in buildings, parking, etc. Using flat slab buildings has numerous benefits over standard RC frame buildings in terms of simpler formwork, space use, architectural flexibility as well as quicker construction times. The analysis demonstrates that flat slab structures are lighter than traditional slab structures. When compared to a standard slab, a flat slab structure is 15 percent less expensive. As per the study's results, flat slab structures outperform traditional slab structures in terms of cost-effectiveness for high-rise structures. Flat slab structures result in financial savings, aesthetic views, and greater artistic flexibility for the architect in contrast to typical slab structures. Structures of the flat slab are the highest selection for high-rise structures in comparison to traditional slab structures.
Jacint Virag
The paper presents a set of design criteria applied in the structural design of a 25000 sqm, multistory concrete building. Initial criterion of having reduced execution time have been associated to a mixed steelconcrete structure, but the consequent, unavoidable cost criterion drove to reinforced concrete structural solutions. Beside the presented criteria several other limitations have been imposed in the design phase, rising from the specific destination of the building, the limited total building height and limited plot of land, without disclaiming the need for a short construction time. Nevertheless energy efficient, sustainable structural solutions have been requested, which have to be in accordance also with the spirit of the imposed architectural solutions. In the article a multi-criteria comparison of the structural solutions is presented, focusing on the two main criteria: the realization costs and the embedded energy of each structural solution. Evaluation of the obtained ...
eSAT Journals
Most of the reinforced concrete structures comprise of conventional beam-column frames. In the present era, the multi-story structures are given higher priority with lack of availability of land. However, there are limits for the height and weight of the structures. Thus, the construction industry is more concentrated on measures to reduce the weight and height of the storey, without compromising with usable space. The flat slab structures serve the purpose as they are the structures involving slabs directly resting on columns; hence, negating the need for beams, which would consume lot of space and also lead to heavy weight of the structure. Even though, flat slabs are found to be advantageous in functional as well as economic aspects; the key issue with flat slabs is their inability to withstand lateral loads efficiently. In the present study, the seismic behaviour of flat slab structures is studied. The 7 storey building models involving flat slab without drops, with drops and with edge beams are modelled considering both bare frame and brick infill frame structures with square columns. The buildings are located in medium soil cover with seismic zone III. The analysis is performed using ETABS 2013 V13.2. The non-linear behaviour of the building models is studied by pushover analysis, considering FEMA 440 parameters. The prime emphasis is made to consider user defined hinge properties to establish the actual hinging pattern of the members. The performance of the building models is studied by evaluating the parameters like hinge locations, ductility ratio, safety ratio and global stiffness.
Wai-Fah Chen
Milan Kekanović DeagoslavŠumarac Stanko Ćorić Karolj Kasaš Arpad Čeh UDK: 692.5:697.1 DOI:10.14415/konferencijaGFS2017.077 Summary: This article provides information about the possibilities of design and construction floor slabs concerning three very important aspects: the capacity, safety and energy efficiency.Nowadays, in the Republic of Serbia exclusively solid concrete slabs are designed and built,which are at least 20cm thick.The justification for this solution is to obtain, in its plane, a rigid plate-diaphragm that is able to endure seismic forces on the walls, proportionally to the stiffness of those walls.At the same time this solution has many disadvantages and it is a great load that limits the length of the span. That heavy load is directly proportional to the size of the seismic forces. The20 cm thick, solid concrete slab has a large heat capacity, and specific heat c (J / kgK), which are not energy efficient,as the warm air is accumulated, conductedtowards to the walls...
Journal of Sustainable Architecture and Civil Engineering
Jolanta Šadauskiene
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Structural engineering
Broad aspects of Structural Engineering are being investigated using a variety of experimental, computational and theoretical techniques. The behaviour and design of various structural components are focused upon a range of deterministic and probabilistic loadings such as fire, blast, seismic and wind.
- Response to Dynamic and Extreme Loads Wide-ranging research is being undertaken on hazard mitigation and structural robustness under extreme loads including earthquake, blast, impact and fire.
- Steel and Composite Structures Research covers new and improved forms and components, including work on stainless steel components, elliptical hollow sections and prestressed members.
- Buildings and Bridges Work in this area includes the behaviour of concrete buildings, buried and water-resistant concrete structures and performance assessment of concrete bridges.
List of sub-topics within this research area
Behaviour and design of structural steel components.
- Development of the Eurocode for steel structures
- The Continuous Strength Method
- Steel elliptical hollow sections
- Cold-formed steelwork
- Behaviour of metallic tubular and shell structures
A sample of some recent projects:
- Strength of massive tubular members in bending
- Buckling of steel silos under eccentric discharge
Visit the Steel Structures group website to find out more.
Behaviour and design of concrete structures
- Nonlinear numerical analysis for cracking and deformation
- Time and temperature dependent behaviour of concrete structures
- Design and analysis of prestressed concrete structures
- Design of beam-column joints
- Dynamics and stability of plates, shells and piles
- Reliability analysis of concrete structures
- Soil/structure interaction
- Use of blinding struts for cut and cover excavations
- Strut and tie modelling
- Blinding struts
- Design for punching shear
- Design of reinforced concrete regions using strut and tie models and nonlinear finite element modelling
Bridge engineering
- Under-deck and combined cable-stayed bridges
- Spatial arch bridges
- Innovative bridge types
- Structural response due to the accidental breakage of stay cables
- Footbridges
- Accidental and extreme loading in cable-stayed bridges
- Response of slender road bridges and footbridges under traffic loading
Earthquake engineering
- Seismic performance of steel and composite structures
- Seismic behaviour of concrete structures
- Fluid-structure interaction
- Response of buried pipelines
- Testing techniques for seismic performance evaluation
- Seismic vulnerability assessment and upgrading
- Procedures for assessment of earthquake losses
- Seismic Testing of Sustainable Composite Cane and Mortar Walls for Low-Cost Housing in Developing Countries
- Probabilistic Seismic Hazard Analysis, Ground-motion Model Development & Accelerogram selection
- Earthquake loss assessment
Fire blast and extreme loading
- Analysis and design of multi-storey buildings under fire conditions
- Fire and blast behaviour of offshore structures
- Design of blastwalls for offshore topsides
- Performance of composite sandwich components
- Damage tolerance and residual strength of offshore structures
- Stainless steel in fire
- Fire resistance of steel-concrete composite buildings
- Structures subject to coupled blast/fire scenarios
- Robustness and progressive collapse of tall buildings
- Response of offshore structures to extreme static/dynamic loading
- Simplified modelling: SDOF blast models, buckling analysis, blast/fire resistance of beams and columns
- Forensic assessment of explosion damage at the Buncefield Oil Depot
- Investigating the Structural Performance and Frequency Filtering Effects in Protruded and Perforated Hybrid Metal to Composite Joints
- Improving Survivability of Structures to Impact and Blast Loading
- Behaviour of Beam-to-Tubular Column Connections under Extreme Loading Conditions
Steel and concrete composite construction
- Behaviour and design of composite steel/concrete buildings and bridges
- Static and fatigue behaviour of composite connections and members
- Performance of semi-rigid and partial strength connections
- Inelastic Displacement Demands in Steel Structures
Structural reliability and assessment
- Deterioration and lifetime assessment of structures
- Structural reliability of components and systems
- Risk and reliability assessment of highway bridges
- Risk assessment of structures under extreme loading
- Dynamic Demand Analysis of Bridge & Building Structures
Structural Engineering
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List Of Fresh PhD Thesis Topics In Structural Engineering
The field of structural engineering is continuously evolving. Advances in computing, materials, sensors are opening up new innovative research areas in this field. The selection of a Ph.D. thesis is heavily reliant on the research interests of faculty staff, laboratory infrastructure and funding available in your institution. A discussion with one’s supervisor on emerging new areas of this research could lead you to a topic. Below is a broad-based list of some fresh topics.
- Structural health monitoring of bridges and building.
- Structural health monitoring using smart sensors e.g. MEMS
- Structural health monitoring using new computational techniques/methodologies.
- Structural health monitoring applied to historic structures.
- Development of autonomous systems and their use in structural health monitoring.
- Use of carbon fibre in composite materials e.g. carbon fibre wrap reinforcing technology (CFRP).
- 3D printing applications in structural engineering: its use in the development of materials as well as structural analysis of materials made of this process etc.
- 3D printing and its impact on finite element analysis (FEA) of solid material.
- Concrete as a material: advances in its formulation to increase durability, settling times, reduce cement content, new aggregates, self-healing concrete, etc.
- Environmental impact assessment of concrete
- The design of intelligent construction materials.
- Sustainability and its application in structural engineering: reuse/recycling, greenhouse gas impact, waste management, etc.
- The design of advanced plastic composite and applications in the repair of structures.
- Environmentally friendly structural materials. Reduction of carbon footprint and development of sustainable structural materials.
- Application of structural engineering at the nanoscale: nanotechnology and structural engineering.
- Seismic effect on skyscrapers and other buildings in general and application of seismic design on the same.
- Mechanics, properties and material science of biological materials with applications as parts of composites and in environmentally friendly structural components.
- Real life impact of the wind on skyscrapers and spun bridges.
- Geotechnical earthquake engineering and engineering seismology
- Low-cost earthquake-resistant structural design.
- Reliability of Structures: risk, mitigation, and analysis.
- Application of new computational methods for forming improved mitigation models.
- Engineering simulation and engineering informatics
- Non-destructive testing and evaluation with application in infrastructure systems.
This list cannot be exhaustive; the structural engineering field is ever expanding. It’s incumbent on you to evaluate your strengths and interests, those of your faculty where you will engage in your dissertation as well as keenly looking into the body of works encompassing the field to come up with a thesis topic that is fulfilling to you. Good luck
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40 seminar/project topics in structural engineering.
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The specification of final year project's topics may have some influence on the future job or career of students. It, therefore, becomes very crucial to select an apt topic since students are going to do great and extensive research about it, it is possible that such a topic may open doors to different horizons in the field.
In this article, forty topics about structural engineering are presented which can be used for both seminars and graduation projects. There are lots of topic out there, but these are selected from literature and efforts made to specify most novel topics.
These topics deal with various aspects of structures such as improving certain aspects of design, repair damaged structures, study properties of structures under various modes of loading including static and dynamic like seismic forces. These project topics may need numerical modelling, experimental works, or combination thereof.
- Pushover analysis – cyclic loading, deterioration effect in RC Moment Frames in pushover analysis
- Rehabilitation – Evaluation of drift distribution
- Analysis of large dynamic structure in environment industry
- Theoretical study on High frequency fatigue behavior of concrete
- Seismic analysis of interlocking blocks in walls
- Estimation of marine salts behavior around the bridge structures
- A comparative study on durability of concrete tunnels undertaken in AP irrigation projects
- Prefabricated multistory structure, exposure to engineering seismicity
- Shape optimization of Reinforced underground tunnels
- Properties of Fiber Cement Boards for building partitions
- Behavior of RC Structures subjected to blasting
- The use of green materials in the construction of buildings
- Finite element model for double composite beam
- A new composite element for FRP Reinforced Concrete Slab
- Effect of shear lag on anchor bolt tension in a base plate
- Elastic plastic bending, load carrying capacity of steel members
- FE Analysis of lateral buckling of a plate curved in nature
- Green energy and indoor technologies for smart buildings
- Building environmental assessment methodology
- Numerical study on strengthening of composite bridges
- Strengthening effect for RC member under negative bending
- Effect of negative Poisson’s ratio on bending of RC member
- Macroeconomic cause within the life cycle of bridges
- Long term deflections of long-span bridges
- Structural damage detection in plates using wavelet theories (transforms)
- Hybrid Simulations: Theory and Applications
- Engineered Wood in Cold Climate
- Mechanical Properties and Engineering Application of Modern Timber
- Hybrid Structural Systems and Innovation Design Method
- Design of Reinforced Concrete Block Masonry Basement
- Nonlinear Analysis of a New 3D Skip-Floor Staggered Shear Wall Structure
- Advances in Civil Infrastructure Engineering
- Mechanical Performance of an Irregular Kiewitt Dome Structure
- Shear Distribution Coefficient Study under Horizontal Force
- Structural Damage Identification Method and Program Designing Based on Statistical Analysis
- Prescriptive or Performance Design for Fire?
- Deflection Control by Design
- New Code Provisions for Long Term Deflection Calculations
- Retrofitting and Repairing with composite materials
- Epoxy Coated Reinforcement and Crack Control
Madeh Izat Hamakareem
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Best Civil Engineering Thesis Topics: A List of Unique Ideas
by Bastis Consultores | Aug 2, 2021 | Thesis Development | 27 comments
For starters, writing a civil engineering thesis can be a difficult task. Undoubtedly, it usually occupies several months of your life and demands that you spend countless hours in the library doing a unique research. In this regard, one way to facilitate its realization is to choose a thesis topic that really interests you.
First of all, the original ideas are always good, but you need to select a topic that you can work on for several months.
Secondly, the range of thesis topics in civil engineering is very wide. Therefore, the possibilities and diversity of civil engineering thesis topics and projects to choose from should be more than enough. However, after the selection, make your topic go through the usual approval of your teachers.
Topics for you to do your thesis in Civil Engineering
After selection, have your topic go through the usual approval of your teachers. Here are some of the main areas for you to choose your civil engineering thesis topic. Undoubtedly, these general areas will invite you to investigate further to present a more specific title.
Hydraulic engineering
Pavement engineering
Water Services
Structural and Civil Engineering Informatics
Construction engineering and management
Port and coastal engineering
Water treatment
Subtopics to consider
Similarly, these civil engineering degrees and thesis topics are in turn divided into several subtopics. Below are some of the most important subtopics for theses in civil engineering:
Mapping and risk classification
Bridge hydraulics
Flood mapping in urban environments
Flood Warning
River-level causeways and debris
Sustainable urban drainage systems
Hydraulics of dam spillways
River catchment works
Minimization of environmental impact
Energy dissipation structures
Climate change and land use
Sedimentation management in reservoirs
Erosion protection
Hydrodynamics of estuaries and lakes and salinity
Content of fly ash and its multiple uses
Design and analysis of nuclear power plants
Design and construction of retaining walls
List of thesis topics on General Civil Engineering
Below, we detail some thesis topics for General Civil Engineering:
Dynamic Inversion Study of Soil Mechanical Parameters
Study of fiberglass-reinforced compression elements filled with concrete
Characteristics of the acoustic emission of limestone after high temperatures
Research on the spatial analysis of stresses of a large underground project
Soap-free emulsion polymerization for sealing new buildings
Earthquake damage model on a rectangular tubular column filled with concrete
Analysis of the seismic behavior of a transmission tower system
Research on the system of steel stepped beams in RC slabs
Elastoplastic analysis of a large cross-linked shell structure under multisupport excitations
Study of soil fissures generated by liquefaction after an earthquake
List of bridge engineering thesis topics
Bridge engineering is a topic that has been present since the early twentieth century and without a doubt, it continues to be an area in which more and more innovation is made:
Effects of Truck Impacts on Bridge Stacks
Evaluation of the performance of existing bridges under the dynamic effects of vehicles
Thermal experiment of a reinforced approach pavement for a semi-integral bridge without joints
Design and propagation analysis of a new drop-down bridge section
Load transfer mechanism of a steel-concrete joint
Load transfer mechanism of a hybrid beam cable-stayed bridge
Long-term stress variation in a large, high-light continuous rigid structure bridge
List of Structural Engineering Thesis Topics
You can also consider topics related to structural engineering:
Hybrid simulations: Theory and applications
Engineered wood in cold climates
Mechanical properties and engineering applications of modern wood
Hybrid structural systems and innovative design method
Static analysis of an integrated steel structure building with wind turbines
Integrated houses of light steel structure
High Durability Low Carbon Housing Structure System
Integral Structure of Temporary Light Steel Buildings
Behavior of Beams Composed of Recycled Concrete Reinforced with Steel
Analysis of the joints between beams and pillars of steel structures
Design of a masonry basement of reinforced concrete blocks
Non-linear analysis of a new 3D stepped shear wall structure
Advances in civil infrastructure engineering
Mechanical behavior of an irregular Kiewitt dome structure
Study of the Shear Distribution Coefficient under Horizontal Force
Analysis of the nonlinear buckling of a suspended dome structure with large elliptical paraboloid
List of thesis topics on concrete technology
In addition to the areas that we have already mentioned, concrete technology is an area that undoubtedly presents greater and greater innovation:
Width of cracks in partially prestressed concrete beams
Thermal deformation of cement and asphalt mortar under repetitive heating and cooling
Compatibility between naphthalene-based superplasticizer and low-alkaline cement
Standard deviation of compressive strength of recycled concrete
Bending behavior of a fiber-reinforced mortar with low fiber content
Experimental study of carbonation in the concrete of hollow microspheres with thermal insulation
Mechanical properties of fibre-reinforced hybrid ferrocement
Study of the adhesion properties of textile-reinforced concrete
Bending behaviour of cold-rolled deformed steel bars on reinforced concrete slabs
Investigation of the durability of hollow microsphere concrete with thermal insulation
Rheological properties of room temperature curing epoxy adhesive
Behavior of modified asphalt pavement in steel roof
Analysis of volumetric deformation and creep properties of high-performance concrete C60
Analysis of the creep properties of high-performance concrete C60
Effects of mineral additives and superplasticizer on the control of the heat of hydration of cementitious materials
Application of intensification approaches in recycled aggregate
Modeling analysis of crack repair structures for asphalt concrete pavements
Analysis of the performance of the concrete used for the ballast-free track base plate
List of geotechnical engineering thesis topics
Here are some topics you can explore in the area of geotechnical engineering:
Finite element analysis of the vertical bearing capacity of individual piles
Study of the distribution characteristics of sandstone pores
Experimental study of the dynamic elastic properties of sediments carrying gas hydrates
Selection analysis of the enclosure structure for a deep foundation pit
Simplified models for assessing the period of site characteristics
Investigation of the mechanical character of the anchorage of a fully injected bolt
Creep properties of cross-linked red clay in staggered load creep tests
Application of BP neural networks in predicting damage from multilayer media penetration and blasting
Tests on vibrating table on structure reinforced with iron hook
List of transport, road and rail engineering thesis topics
Undoubtedly, transport, road and railway engineering is of wide interest to civil engineers:
Influence of the size of the cracks of the old concrete pavement on the tension of the asphalt layer
Research and application of hot recycled asphalt mixing
Analysis of the thermal stress of asphalt pavement on a poor concrete base
Assessment of the driver’s mental strain in snow pavement conditions
Evaluation of the low-temperature performance of asphalt mixtures with an analog experiment
Research on the purification capacity of porous asphalt pavement
Research and discussion on the application of artificial pile technology for viaducts
Evaluation of the influence of the environment on the vibrations of the meter
Influence of damaged pavement on the saturated road and the average speed of circulation of a stretch of urban road
List of Water Supply and Drainage Engineering Thesis Topics
In the same way, the engineering of water supply and drainage is an issue that is taking more and more boom:
Development of a new recovery material through solidification/stabilization of hazardous waste
Optimization and characteristics of copper pickling wastewater treatment
Enzymatic saccharification of pretreated cellulose from lignocellulosic biomass: Situation and prospects
Experiments on the evaporation of groundwater with high SD content in an arid zone
Reduction of excess sludge in wastewater treatment
Study on water saving and “zero trend” measures in a nylon chemical company
List of geological engineering thesis topics
Likewise, geological engineering is a very broad and very interesting topic:
Research on the detection of multi-step leaks in the dam by the temperature in the holes
Analysis of the stability of a rock slope with an overinclinated stratoid structure
Study on the reliability of the loess cutting slope
Characteristics of seismic geological disasters
Experimental study of the shear strength of unsaturated silty clay
Properties of emulsion and recycling of asphalt pavement recovered at room temperature
Here are other unique ideas you can consider
Below, you can explore other innovative titles that you will surely be interested in:
Air pollution and its control
How can large metropolitan areas be reformed or restructured to help control, for example, the rising rate of air pollution?
Disaster management
How do advances in civil engineering help improve disaster management in high-risk areas?
Innovations in geotechnical applications
How do these innovations pave the way for a tremendous change in the way we look at civil engineering?
Uses of flexible flooring
This engineering technology is being used in places where geology plays a more important role in terms of unstable soil. What other uses can it have?
Advances in pavement design
What advances over the past two decades have had the greatest effect on how cities are redeveloped?
Disaster recovery
How have recent events related to disaster response time affected?
Removal of arsenic from groundwater
What are the most effective methods of removing arsenic from city groundwater? What are the challenges in rural areas?
Bamboo as a building material
Recently progress has been made in the use of different and natural materials for construction. However, what place does bamboo occupy in all this?
Demolition of a building
Analyze the effectiveness of the destruction and demolition of large urban structures and their effect on traffic, safety, etc.
Prevention of breakdowns on the roads
How have highway collapses and catastrophes affected design improvement?
Groundwater pollution
More effective technologies to curb the increase in groundwater pollution.
Improved power quality
How can the design of power grids help improve the speed, supply and power of electricity to homes?
Solar grid development
If solar technology has improved to the point of being cheap for use in cities, then why haven’t cities developed more efficient grids?
Diversion of rainwater
What technologies can be used to divert rainwater to reservoirs to curb the effects of droughts?
Low-cost rural housing
How can improvements in water diversion, electricity networks, etc. for example reduce the costs associated with rural housing?
In conclusion, if you want to choose a topic, make sure that it has not been researched before by the experts. In addition, the subject itself must be quite crucial and demanding to be applied in the field. Finally, we want to highlight that we have an internal team of very well qualified professionals with very advanced academic degrees, master’s degrees and doctorates. Consequently, they will give your work all the attention it needs and guide you in all civil engineering topics for thesis and many more.
Our specialists wait for you to contact them through the quote form or direct chat. We also have confidential communication channels such as WhatsApp and Messenger. And if you want to be aware of our innovative services and the different advantages of hiring us, follow us on Facebook, Instagram or Twitter.
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