Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for subject:( Structural analysis Engineering ). Showing records 1 – 30 of 278755 total matches.

[1] [2] [3] [4] [5] … [9292]

Search Limiters

Last 2 Years | English Only

Degrees

Levels

Languages

Country

▼ Search Limiters


Ryerson University

1. Akram, Muhammad. Behaviour of composite framed shear wall system:.

Degree: 2014, Ryerson University

 This research investigated the behaviour of a novel form of composite framed shear wall system (CFSWS) under lateral loading. The CFSWS consisted of a composite… (more)

Subjects/Keywords: Composite construction; Composite construction – -; Structural analysis (Engineering); Structural analysis (Engineering) – -; Structural engineering; Structural engineering – -

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Akram, M. (2014). Behaviour of composite framed shear wall system:. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2608

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Akram, Muhammad. “Behaviour of composite framed shear wall system:.” 2014. Thesis, Ryerson University. Accessed June 15, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A2608.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Akram, Muhammad. “Behaviour of composite framed shear wall system:.” 2014. Web. 15 Jun 2019.

Vancouver:

Akram M. Behaviour of composite framed shear wall system:. [Internet] [Thesis]. Ryerson University; 2014. [cited 2019 Jun 15]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2608.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Akram M. Behaviour of composite framed shear wall system:. [Thesis]. Ryerson University; 2014. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2608

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Nelson Mandela Metropolitan University

2. Victor, Ngea Njoume. Characterising the structural integrity of mechanical formed low carbon steel.

Degree: Faculty of Engineering, the Built Environment and Information Technology, 2012, Nelson Mandela Metropolitan University

 The contribution of the clamping force in the technique used in this study to stretch-bend low carbon steel samples was investigated to support the subsequent… (more)

Subjects/Keywords: Carbon steel; Structural analysis (Engineering); Steel, Structural

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Victor, N. N. (2012). Characterising the structural integrity of mechanical formed low carbon steel. (Thesis). Nelson Mandela Metropolitan University. Retrieved from http://hdl.handle.net/10948/d1012089

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Victor, Ngea Njoume. “Characterising the structural integrity of mechanical formed low carbon steel.” 2012. Thesis, Nelson Mandela Metropolitan University. Accessed June 15, 2019. http://hdl.handle.net/10948/d1012089.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Victor, Ngea Njoume. “Characterising the structural integrity of mechanical formed low carbon steel.” 2012. Web. 15 Jun 2019.

Vancouver:

Victor NN. Characterising the structural integrity of mechanical formed low carbon steel. [Internet] [Thesis]. Nelson Mandela Metropolitan University; 2012. [cited 2019 Jun 15]. Available from: http://hdl.handle.net/10948/d1012089.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Victor NN. Characterising the structural integrity of mechanical formed low carbon steel. [Thesis]. Nelson Mandela Metropolitan University; 2012. Available from: http://hdl.handle.net/10948/d1012089

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Indian Institute of Science

3. Karuna, K. Structural Safety Analysis with Alternative Uncertainty Models.

Degree: 2015, Indian Institute of Science

 Probabilistic methods have been widely used in structural engineering to model uncertainties in loads and structural properties. The subjects of structural reliability analysis, random vibrations,… (more)

Subjects/Keywords: Structural Safety Analysis; Engineering Structures; Uncertainty Modelling; Structural Engineering; Probabilisltic Structural Analysis; Uncertainty Model; Structural Safety Assessment; Structural Analysis; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Karuna, K. (2015). Structural Safety Analysis with Alternative Uncertainty Models. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/2005/3823 ; http://etd.iisc.ernet.in/abstracts/4694/G26975-Abs.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Karuna, K. “Structural Safety Analysis with Alternative Uncertainty Models.” 2015. Thesis, Indian Institute of Science. Accessed June 15, 2019. http://etd.iisc.ernet.in/2005/3823 ; http://etd.iisc.ernet.in/abstracts/4694/G26975-Abs.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Karuna, K. “Structural Safety Analysis with Alternative Uncertainty Models.” 2015. Web. 15 Jun 2019.

Vancouver:

Karuna K. Structural Safety Analysis with Alternative Uncertainty Models. [Internet] [Thesis]. Indian Institute of Science; 2015. [cited 2019 Jun 15]. Available from: http://etd.iisc.ernet.in/2005/3823 ; http://etd.iisc.ernet.in/abstracts/4694/G26975-Abs.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Karuna K. Structural Safety Analysis with Alternative Uncertainty Models. [Thesis]. Indian Institute of Science; 2015. Available from: http://etd.iisc.ernet.in/2005/3823 ; http://etd.iisc.ernet.in/abstracts/4694/G26975-Abs.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Ryerson University

4. Pinto, Ivan L. Life Cycle Assessment Overview And Application: Comparison Of Structural Frame Alternatives For Office Buildings.

Degree: 2013, Ryerson University

 The objective of this project was to provide an overview of Life Cycle Assessment (LCA) and to demonstrate its application as a tool to provide… (more)

Subjects/Keywords: Structural engineering; Structural analysis (Engineering); Steel; Structural; Concrete construction

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Pinto, I. L. (2013). Life Cycle Assessment Overview And Application: Comparison Of Structural Frame Alternatives For Office Buildings. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2401

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Pinto, Ivan L. “Life Cycle Assessment Overview And Application: Comparison Of Structural Frame Alternatives For Office Buildings.” 2013. Thesis, Ryerson University. Accessed June 15, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A2401.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Pinto, Ivan L. “Life Cycle Assessment Overview And Application: Comparison Of Structural Frame Alternatives For Office Buildings.” 2013. Web. 15 Jun 2019.

Vancouver:

Pinto IL. Life Cycle Assessment Overview And Application: Comparison Of Structural Frame Alternatives For Office Buildings. [Internet] [Thesis]. Ryerson University; 2013. [cited 2019 Jun 15]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2401.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Pinto IL. Life Cycle Assessment Overview And Application: Comparison Of Structural Frame Alternatives For Office Buildings. [Thesis]. Ryerson University; 2013. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2401

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Columbia University

5. Kontoroupi, Thaleia. Probabilistic Identification and Prognosis of Nonlinear Dynamic Systems with applications in Structural Control and Health Monitoring.

Degree: 2016, Columbia University

 A Bayesian approach to system identification for structural control and health monitoring contains three main levels of inference, namely model assessment, joint state/parameter estimation and… (more)

Subjects/Keywords: Structural analysis (Engineering); Structural engineering; Nonlinear systems; Structural health monitoring; Engineering; Civil engineering; Mechanical engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Kontoroupi, T. (2016). Probabilistic Identification and Prognosis of Nonlinear Dynamic Systems with applications in Structural Control and Health Monitoring. (Doctoral Dissertation). Columbia University. Retrieved from https://doi.org/10.7916/D8MK6CXD

Chicago Manual of Style (16th Edition):

Kontoroupi, Thaleia. “Probabilistic Identification and Prognosis of Nonlinear Dynamic Systems with applications in Structural Control and Health Monitoring.” 2016. Doctoral Dissertation, Columbia University. Accessed June 15, 2019. https://doi.org/10.7916/D8MK6CXD.

MLA Handbook (7th Edition):

Kontoroupi, Thaleia. “Probabilistic Identification and Prognosis of Nonlinear Dynamic Systems with applications in Structural Control and Health Monitoring.” 2016. Web. 15 Jun 2019.

Vancouver:

Kontoroupi T. Probabilistic Identification and Prognosis of Nonlinear Dynamic Systems with applications in Structural Control and Health Monitoring. [Internet] [Doctoral dissertation]. Columbia University; 2016. [cited 2019 Jun 15]. Available from: https://doi.org/10.7916/D8MK6CXD.

Council of Science Editors:

Kontoroupi T. Probabilistic Identification and Prognosis of Nonlinear Dynamic Systems with applications in Structural Control and Health Monitoring. [Doctoral Dissertation]. Columbia University; 2016. Available from: https://doi.org/10.7916/D8MK6CXD


University of South Carolina

6. Holt, Wesley. Multi-Model Structural Analysis.

Degree: MS, Civil and Environmental Engineering, 2017, University of South Carolina

  The uncertainty in modeling earthquake loading is investigated through the comparison of various openSEES models. A series of models is created and the responses… (more)

Subjects/Keywords: Civil Engineering; Engineering; Multi-Model; Structural; Analysis

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Holt, W. (2017). Multi-Model Structural Analysis. (Masters Thesis). University of South Carolina. Retrieved from https://scholarcommons.sc.edu/etd/4552

Chicago Manual of Style (16th Edition):

Holt, Wesley. “Multi-Model Structural Analysis.” 2017. Masters Thesis, University of South Carolina. Accessed June 15, 2019. https://scholarcommons.sc.edu/etd/4552.

MLA Handbook (7th Edition):

Holt, Wesley. “Multi-Model Structural Analysis.” 2017. Web. 15 Jun 2019.

Vancouver:

Holt W. Multi-Model Structural Analysis. [Internet] [Masters thesis]. University of South Carolina; 2017. [cited 2019 Jun 15]. Available from: https://scholarcommons.sc.edu/etd/4552.

Council of Science Editors:

Holt W. Multi-Model Structural Analysis. [Masters Thesis]. University of South Carolina; 2017. Available from: https://scholarcommons.sc.edu/etd/4552


University of Tasmania

7. Lam, P. The design of structures for strength.

Degree: 1975, University of Tasmania

 The philosophy of design of structures by picturing statically admissible states is outlined and applied to various members and structures. The strength of bolted joints… (more)

Subjects/Keywords: Structural engineering; Structural analysis (Engineering)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Lam, P. (1975). The design of structures for strength. (Thesis). University of Tasmania. Retrieved from https://eprints.utas.edu.au/20065/7/whole_LamPham1975.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Lam, P. “The design of structures for strength.” 1975. Thesis, University of Tasmania. Accessed June 15, 2019. https://eprints.utas.edu.au/20065/7/whole_LamPham1975.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Lam, P. “The design of structures for strength.” 1975. Web. 15 Jun 2019.

Vancouver:

Lam P. The design of structures for strength. [Internet] [Thesis]. University of Tasmania; 1975. [cited 2019 Jun 15]. Available from: https://eprints.utas.edu.au/20065/7/whole_LamPham1975.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Lam P. The design of structures for strength. [Thesis]. University of Tasmania; 1975. Available from: https://eprints.utas.edu.au/20065/7/whole_LamPham1975.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Columbia University

8. Olivier, Audrey. Enhancements of online Bayesian filtering algorithms for efficient monitoring and improved uncertainty quantification in complex nonlinear dynamical systems.

Degree: 2017, Columbia University

 Recent years have seen a concurrent development of new sensor technologies and high-fidelity modeling capabilities. At the junction of these two topics lies an interesting… (more)

Subjects/Keywords: Civil engineering; Structural health monitoring; Algorithms; Structural analysis (Engineering)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Olivier, A. (2017). Enhancements of online Bayesian filtering algorithms for efficient monitoring and improved uncertainty quantification in complex nonlinear dynamical systems. (Doctoral Dissertation). Columbia University. Retrieved from https://doi.org/10.7916/D81R72ZZ

Chicago Manual of Style (16th Edition):

Olivier, Audrey. “Enhancements of online Bayesian filtering algorithms for efficient monitoring and improved uncertainty quantification in complex nonlinear dynamical systems.” 2017. Doctoral Dissertation, Columbia University. Accessed June 15, 2019. https://doi.org/10.7916/D81R72ZZ.

MLA Handbook (7th Edition):

Olivier, Audrey. “Enhancements of online Bayesian filtering algorithms for efficient monitoring and improved uncertainty quantification in complex nonlinear dynamical systems.” 2017. Web. 15 Jun 2019.

Vancouver:

Olivier A. Enhancements of online Bayesian filtering algorithms for efficient monitoring and improved uncertainty quantification in complex nonlinear dynamical systems. [Internet] [Doctoral dissertation]. Columbia University; 2017. [cited 2019 Jun 15]. Available from: https://doi.org/10.7916/D81R72ZZ.

Council of Science Editors:

Olivier A. Enhancements of online Bayesian filtering algorithms for efficient monitoring and improved uncertainty quantification in complex nonlinear dynamical systems. [Doctoral Dissertation]. Columbia University; 2017. Available from: https://doi.org/10.7916/D81R72ZZ


University of Johannesburg

9. Human, Etienne. The feasibility of vibration analysis as a mechanism of failure analysis in failure investigations and root cause analysis.

Degree: 2012, University of Johannesburg

M.Phil.

“Failure is one of the unfortunate facts of life”. This is the very first statement in the book by Coetzee (1998). This statement is… (more)

Subjects/Keywords: Vibration; Structural dynamics; Structural analysis (Engineering); Mechanics, Applied; System failures (Engineering)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Human, E. (2012). The feasibility of vibration analysis as a mechanism of failure analysis in failure investigations and root cause analysis. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/5339

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Human, Etienne. “The feasibility of vibration analysis as a mechanism of failure analysis in failure investigations and root cause analysis.” 2012. Thesis, University of Johannesburg. Accessed June 15, 2019. http://hdl.handle.net/10210/5339.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Human, Etienne. “The feasibility of vibration analysis as a mechanism of failure analysis in failure investigations and root cause analysis.” 2012. Web. 15 Jun 2019.

Vancouver:

Human E. The feasibility of vibration analysis as a mechanism of failure analysis in failure investigations and root cause analysis. [Internet] [Thesis]. University of Johannesburg; 2012. [cited 2019 Jun 15]. Available from: http://hdl.handle.net/10210/5339.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Human E. The feasibility of vibration analysis as a mechanism of failure analysis in failure investigations and root cause analysis. [Thesis]. University of Johannesburg; 2012. Available from: http://hdl.handle.net/10210/5339

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Dundee

10. Madden, Patrick. The influence of structural details, geotechnical factors and environs on the seismic response of framed structures.

Degree: Thesis (D.Sc.), 2014, University of Dundee

 Seismic events around the globe directly affect all ranges of structures, from complex and expensive ‘skyscrapers’ to simple frame structures, the latter making up a… (more)

Subjects/Keywords: 624; Civil Engineering; Seismic; Finite Element Analysis; Centrifuge modelling; Structural Analysis; Geotechnical Engineering; Structural Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Madden, P. (2014). The influence of structural details, geotechnical factors and environs on the seismic response of framed structures. (Doctoral Dissertation). University of Dundee. Retrieved from http://hdl.handle.net/10588/c24ae223-999c-407c-bd3f-b461708dcbb3

Chicago Manual of Style (16th Edition):

Madden, Patrick. “The influence of structural details, geotechnical factors and environs on the seismic response of framed structures.” 2014. Doctoral Dissertation, University of Dundee. Accessed June 15, 2019. http://hdl.handle.net/10588/c24ae223-999c-407c-bd3f-b461708dcbb3.

MLA Handbook (7th Edition):

Madden, Patrick. “The influence of structural details, geotechnical factors and environs on the seismic response of framed structures.” 2014. Web. 15 Jun 2019.

Vancouver:

Madden P. The influence of structural details, geotechnical factors and environs on the seismic response of framed structures. [Internet] [Doctoral dissertation]. University of Dundee; 2014. [cited 2019 Jun 15]. Available from: http://hdl.handle.net/10588/c24ae223-999c-407c-bd3f-b461708dcbb3.

Council of Science Editors:

Madden P. The influence of structural details, geotechnical factors and environs on the seismic response of framed structures. [Doctoral Dissertation]. University of Dundee; 2014. Available from: http://hdl.handle.net/10588/c24ae223-999c-407c-bd3f-b461708dcbb3


University of Dundee

11. Madden, Patrick. The influence of structural details, geotechnical factors and environs on the seismic response of framed structures.

Degree: Thesis (D.Sc.), 2014, University of Dundee

 Seismic events around the globe directly affect all ranges of structures, from complex and expensive ‘skyscrapers’ to simple frame structures, the latter making up a… (more)

Subjects/Keywords: 624; Civil Engineering; Seismic; Finite Element Analysis; Centrifuge modelling; Structural Analysis; Geotechnical Engineering; Structural Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Madden, P. (2014). The influence of structural details, geotechnical factors and environs on the seismic response of framed structures. (Doctoral Dissertation). University of Dundee. Retrieved from https://discovery.dundee.ac.uk/en/studentTheses/c24ae223-999c-407c-bd3f-b461708dcbb3 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.613601

Chicago Manual of Style (16th Edition):

Madden, Patrick. “The influence of structural details, geotechnical factors and environs on the seismic response of framed structures.” 2014. Doctoral Dissertation, University of Dundee. Accessed June 15, 2019. https://discovery.dundee.ac.uk/en/studentTheses/c24ae223-999c-407c-bd3f-b461708dcbb3 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.613601.

MLA Handbook (7th Edition):

Madden, Patrick. “The influence of structural details, geotechnical factors and environs on the seismic response of framed structures.” 2014. Web. 15 Jun 2019.

Vancouver:

Madden P. The influence of structural details, geotechnical factors and environs on the seismic response of framed structures. [Internet] [Doctoral dissertation]. University of Dundee; 2014. [cited 2019 Jun 15]. Available from: https://discovery.dundee.ac.uk/en/studentTheses/c24ae223-999c-407c-bd3f-b461708dcbb3 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.613601.

Council of Science Editors:

Madden P. The influence of structural details, geotechnical factors and environs on the seismic response of framed structures. [Doctoral Dissertation]. University of Dundee; 2014. Available from: https://discovery.dundee.ac.uk/en/studentTheses/c24ae223-999c-407c-bd3f-b461708dcbb3 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.613601


University College Cork

12. Hanley, Ciaran. Effects of disparate information levels on bridge management and safety.

Degree: 2017, University College Cork

 Maintenance planning and life-cycle assessment methods for bridge networks have received large research interest for many years; with modern emphasis often based on probabilistic approaches,… (more)

Subjects/Keywords: Bridge engineering; Structural reliability; Multivariate analysis

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Hanley, C. (2017). Effects of disparate information levels on bridge management and safety. (Thesis). University College Cork. Retrieved from http://hdl.handle.net/10468/5122

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Hanley, Ciaran. “Effects of disparate information levels on bridge management and safety.” 2017. Thesis, University College Cork. Accessed June 15, 2019. http://hdl.handle.net/10468/5122.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Hanley, Ciaran. “Effects of disparate information levels on bridge management and safety.” 2017. Web. 15 Jun 2019.

Vancouver:

Hanley C. Effects of disparate information levels on bridge management and safety. [Internet] [Thesis]. University College Cork; 2017. [cited 2019 Jun 15]. Available from: http://hdl.handle.net/10468/5122.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Hanley C. Effects of disparate information levels on bridge management and safety. [Thesis]. University College Cork; 2017. Available from: http://hdl.handle.net/10468/5122

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Oregon State University

13. Liu, David Cheng-Tso. Correlation of methods for solving indeterminate frames.

Degree: MS, Civil Engineering, 1949, Oregon State University

Subjects/Keywords: Structural analysis (Engineering)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Liu, D. C. (1949). Correlation of methods for solving indeterminate frames. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/53153

Chicago Manual of Style (16th Edition):

Liu, David Cheng-Tso. “Correlation of methods for solving indeterminate frames.” 1949. Masters Thesis, Oregon State University. Accessed June 15, 2019. http://hdl.handle.net/1957/53153.

MLA Handbook (7th Edition):

Liu, David Cheng-Tso. “Correlation of methods for solving indeterminate frames.” 1949. Web. 15 Jun 2019.

Vancouver:

Liu DC. Correlation of methods for solving indeterminate frames. [Internet] [Masters thesis]. Oregon State University; 1949. [cited 2019 Jun 15]. Available from: http://hdl.handle.net/1957/53153.

Council of Science Editors:

Liu DC. Correlation of methods for solving indeterminate frames. [Masters Thesis]. Oregon State University; 1949. Available from: http://hdl.handle.net/1957/53153


McGill University

14. Mehrotra, Bharat Lal. Matrix analysis of welded tubular joints.

Degree: PhD, Department of Civil Engineering and Applied Mechanics., 1969, McGill University

Subjects/Keywords: Structural analysis (Engineering)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Mehrotra, B. L. (1969). Matrix analysis of welded tubular joints. (Doctoral Dissertation). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile67676.pdf

Chicago Manual of Style (16th Edition):

Mehrotra, Bharat Lal. “Matrix analysis of welded tubular joints.” 1969. Doctoral Dissertation, McGill University. Accessed June 15, 2019. http://digitool.library.mcgill.ca/thesisfile67676.pdf.

MLA Handbook (7th Edition):

Mehrotra, Bharat Lal. “Matrix analysis of welded tubular joints.” 1969. Web. 15 Jun 2019.

Vancouver:

Mehrotra BL. Matrix analysis of welded tubular joints. [Internet] [Doctoral dissertation]. McGill University; 1969. [cited 2019 Jun 15]. Available from: http://digitool.library.mcgill.ca/thesisfile67676.pdf.

Council of Science Editors:

Mehrotra BL. Matrix analysis of welded tubular joints. [Doctoral Dissertation]. McGill University; 1969. Available from: http://digitool.library.mcgill.ca/thesisfile67676.pdf


Oregon State University

15. Albertson, Oran Lester. Stability of elastically restrained framed structures by matrix analysis.

Degree: MS, Civil Engineering, 1965, Oregon State University

 It has been undertaken here to use the matrix method of structural analysis for the determination of the stability of elastically restrained, simple portal frames.… (more)

Subjects/Keywords: Structural analysis (Engineering)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Albertson, O. L. (1965). Stability of elastically restrained framed structures by matrix analysis. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/48117

Chicago Manual of Style (16th Edition):

Albertson, Oran Lester. “Stability of elastically restrained framed structures by matrix analysis.” 1965. Masters Thesis, Oregon State University. Accessed June 15, 2019. http://hdl.handle.net/1957/48117.

MLA Handbook (7th Edition):

Albertson, Oran Lester. “Stability of elastically restrained framed structures by matrix analysis.” 1965. Web. 15 Jun 2019.

Vancouver:

Albertson OL. Stability of elastically restrained framed structures by matrix analysis. [Internet] [Masters thesis]. Oregon State University; 1965. [cited 2019 Jun 15]. Available from: http://hdl.handle.net/1957/48117.

Council of Science Editors:

Albertson OL. Stability of elastically restrained framed structures by matrix analysis. [Masters Thesis]. Oregon State University; 1965. Available from: http://hdl.handle.net/1957/48117


Oregon State University

16. Grant, Joseph Edward. Matrix analysis of structures with semi-rigid connection.

Degree: MS, Civil Engineering, 1965, Oregon State University

 This thesis presents a matrix analysis of structures with semirigid connections. The stiffness factor of a connection has been assumed to be a constant as… (more)

Subjects/Keywords: Structural analysis (Engineering)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Grant, J. E. (1965). Matrix analysis of structures with semi-rigid connection. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/48166

Chicago Manual of Style (16th Edition):

Grant, Joseph Edward. “Matrix analysis of structures with semi-rigid connection.” 1965. Masters Thesis, Oregon State University. Accessed June 15, 2019. http://hdl.handle.net/1957/48166.

MLA Handbook (7th Edition):

Grant, Joseph Edward. “Matrix analysis of structures with semi-rigid connection.” 1965. Web. 15 Jun 2019.

Vancouver:

Grant JE. Matrix analysis of structures with semi-rigid connection. [Internet] [Masters thesis]. Oregon State University; 1965. [cited 2019 Jun 15]. Available from: http://hdl.handle.net/1957/48166.

Council of Science Editors:

Grant JE. Matrix analysis of structures with semi-rigid connection. [Masters Thesis]. Oregon State University; 1965. Available from: http://hdl.handle.net/1957/48166


Oregon State University

17. Poole, Lester Earl. Design of gabled and multi-story frames by plastic moment distribution.

Degree: MS, Civil Engineering, 1961, Oregon State University

Subjects/Keywords: Structural analysis (Engineering)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Poole, L. E. (1961). Design of gabled and multi-story frames by plastic moment distribution. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/49320

Chicago Manual of Style (16th Edition):

Poole, Lester Earl. “Design of gabled and multi-story frames by plastic moment distribution.” 1961. Masters Thesis, Oregon State University. Accessed June 15, 2019. http://hdl.handle.net/1957/49320.

MLA Handbook (7th Edition):

Poole, Lester Earl. “Design of gabled and multi-story frames by plastic moment distribution.” 1961. Web. 15 Jun 2019.

Vancouver:

Poole LE. Design of gabled and multi-story frames by plastic moment distribution. [Internet] [Masters thesis]. Oregon State University; 1961. [cited 2019 Jun 15]. Available from: http://hdl.handle.net/1957/49320.

Council of Science Editors:

Poole LE. Design of gabled and multi-story frames by plastic moment distribution. [Masters Thesis]. Oregon State University; 1961. Available from: http://hdl.handle.net/1957/49320


Oregon State University

18. Serpanos, James Evan. Stiffness matrix analysis of structures by electronic digital computer.

Degree: MS, Civil Engineering, 1963, Oregon State University

Subjects/Keywords: Structural analysis (Engineering)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Serpanos, J. E. (1963). Stiffness matrix analysis of structures by electronic digital computer. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/49976

Chicago Manual of Style (16th Edition):

Serpanos, James Evan. “Stiffness matrix analysis of structures by electronic digital computer.” 1963. Masters Thesis, Oregon State University. Accessed June 15, 2019. http://hdl.handle.net/1957/49976.

MLA Handbook (7th Edition):

Serpanos, James Evan. “Stiffness matrix analysis of structures by electronic digital computer.” 1963. Web. 15 Jun 2019.

Vancouver:

Serpanos JE. Stiffness matrix analysis of structures by electronic digital computer. [Internet] [Masters thesis]. Oregon State University; 1963. [cited 2019 Jun 15]. Available from: http://hdl.handle.net/1957/49976.

Council of Science Editors:

Serpanos JE. Stiffness matrix analysis of structures by electronic digital computer. [Masters Thesis]. Oregon State University; 1963. Available from: http://hdl.handle.net/1957/49976


Oregon State University

19. Kidarsa, Adrian. Analysis of moving loads using force-based finite elements.

Degree: MS, Civil Engineering, 2006, Oregon State University

 An analysis method for moving loads computes the internal demand history in a structural member at integration points of force-based finite elements as opposed to… (more)

Subjects/Keywords: Structural analysis (Engineering)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Kidarsa, A. (2006). Analysis of moving loads using force-based finite elements. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/22645

Chicago Manual of Style (16th Edition):

Kidarsa, Adrian. “Analysis of moving loads using force-based finite elements.” 2006. Masters Thesis, Oregon State University. Accessed June 15, 2019. http://hdl.handle.net/1957/22645.

MLA Handbook (7th Edition):

Kidarsa, Adrian. “Analysis of moving loads using force-based finite elements.” 2006. Web. 15 Jun 2019.

Vancouver:

Kidarsa A. Analysis of moving loads using force-based finite elements. [Internet] [Masters thesis]. Oregon State University; 2006. [cited 2019 Jun 15]. Available from: http://hdl.handle.net/1957/22645.

Council of Science Editors:

Kidarsa A. Analysis of moving loads using force-based finite elements. [Masters Thesis]. Oregon State University; 2006. Available from: http://hdl.handle.net/1957/22645


University of British Columbia

20. Ungless, Ronald Frederick. Infinite finite element .

Degree: 1973, University of British Columbia

 This thesis is concerned with developing a finite element model of infinite size to facilitate the stress analysis of three dimensional, semi-infinite bodies governed by… (more)

Subjects/Keywords: Structural analysis (Engineering)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Ungless, R. F. (1973). Infinite finite element . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/32603

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Ungless, Ronald Frederick. “Infinite finite element .” 1973. Thesis, University of British Columbia. Accessed June 15, 2019. http://hdl.handle.net/2429/32603.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Ungless, Ronald Frederick. “Infinite finite element .” 1973. Web. 15 Jun 2019.

Vancouver:

Ungless RF. Infinite finite element . [Internet] [Thesis]. University of British Columbia; 1973. [cited 2019 Jun 15]. Available from: http://hdl.handle.net/2429/32603.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Ungless RF. Infinite finite element . [Thesis]. University of British Columbia; 1973. Available from: http://hdl.handle.net/2429/32603

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of British Columbia

21. Christoffersen, Per Trond. Plastic design of columns and its inherent uncertainties .

Degree: 1962, University of British Columbia

 The two well-known methods for the plastic design of steel columns subjected to combined bending and normal force were reviewed and compared. The validity of… (more)

Subjects/Keywords: Structural analysis (Engineering)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Christoffersen, P. T. (1962). Plastic design of columns and its inherent uncertainties . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/39617

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Christoffersen, Per Trond. “Plastic design of columns and its inherent uncertainties .” 1962. Thesis, University of British Columbia. Accessed June 15, 2019. http://hdl.handle.net/2429/39617.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Christoffersen, Per Trond. “Plastic design of columns and its inherent uncertainties .” 1962. Web. 15 Jun 2019.

Vancouver:

Christoffersen PT. Plastic design of columns and its inherent uncertainties . [Internet] [Thesis]. University of British Columbia; 1962. [cited 2019 Jun 15]. Available from: http://hdl.handle.net/2429/39617.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Christoffersen PT. Plastic design of columns and its inherent uncertainties . [Thesis]. University of British Columbia; 1962. Available from: http://hdl.handle.net/2429/39617

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of British Columbia

22. Franklin, Herbert ALexander. Non-linear arches .

Degree: 1962, University of British Columbia

 This thesis presents tables of coefficients for the prediction of moment amplification factors Ø across the span of symmetrical, parabolic arches. The prediction is accurate… (more)

Subjects/Keywords: Structural analysis (Engineering)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Franklin, H. A. (1962). Non-linear arches . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/39622

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Franklin, Herbert ALexander. “Non-linear arches .” 1962. Thesis, University of British Columbia. Accessed June 15, 2019. http://hdl.handle.net/2429/39622.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Franklin, Herbert ALexander. “Non-linear arches .” 1962. Web. 15 Jun 2019.

Vancouver:

Franklin HA. Non-linear arches . [Internet] [Thesis]. University of British Columbia; 1962. [cited 2019 Jun 15]. Available from: http://hdl.handle.net/2429/39622.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Franklin HA. Non-linear arches . [Thesis]. University of British Columbia; 1962. Available from: http://hdl.handle.net/2429/39622

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Columbia University

23. Mukhopadhyay, Suparno. Structural Identification, Health Monitoring and Uncertainty Quantification under Incomplete Information with Minimal Requirements for Identifiability.

Degree: 2015, Columbia University

Structural identification is the inverse problem of estimating the physical parameters, e.g. element masses and stiffnesses, of a model representing a structural system, using response… (more)

Subjects/Keywords: Structural health monitoring; Mechanical engineering – Mathematical models; Structural analysis (Engineering); Civil engineering; Mechanical engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Mukhopadhyay, S. (2015). Structural Identification, Health Monitoring and Uncertainty Quantification under Incomplete Information with Minimal Requirements for Identifiability. (Doctoral Dissertation). Columbia University. Retrieved from https://doi.org/10.7916/D8ZG6R1C

Chicago Manual of Style (16th Edition):

Mukhopadhyay, Suparno. “Structural Identification, Health Monitoring and Uncertainty Quantification under Incomplete Information with Minimal Requirements for Identifiability.” 2015. Doctoral Dissertation, Columbia University. Accessed June 15, 2019. https://doi.org/10.7916/D8ZG6R1C.

MLA Handbook (7th Edition):

Mukhopadhyay, Suparno. “Structural Identification, Health Monitoring and Uncertainty Quantification under Incomplete Information with Minimal Requirements for Identifiability.” 2015. Web. 15 Jun 2019.

Vancouver:

Mukhopadhyay S. Structural Identification, Health Monitoring and Uncertainty Quantification under Incomplete Information with Minimal Requirements for Identifiability. [Internet] [Doctoral dissertation]. Columbia University; 2015. [cited 2019 Jun 15]. Available from: https://doi.org/10.7916/D8ZG6R1C.

Council of Science Editors:

Mukhopadhyay S. Structural Identification, Health Monitoring and Uncertainty Quantification under Incomplete Information with Minimal Requirements for Identifiability. [Doctoral Dissertation]. Columbia University; 2015. Available from: https://doi.org/10.7916/D8ZG6R1C


University of Aberdeen

24. Warren, Alexander V. R. Empirical shear assessment of reinforced concrete bridge members.

Degree: 2008, University of Aberdeen

 The overall objective of this thesis is to develop a methodology which can be used to investigate the in-service performance of reinforced concrete members subject(more)

Subjects/Keywords: 624.1834; Concrete bridges : Structural analysis (Engineering) : Strains and stresses : Structural stability

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Warren, A. V. R. (2008). Empirical shear assessment of reinforced concrete bridge members. (Doctoral Dissertation). University of Aberdeen. Retrieved from http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?pid=25876 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.499740

Chicago Manual of Style (16th Edition):

Warren, Alexander V R. “Empirical shear assessment of reinforced concrete bridge members.” 2008. Doctoral Dissertation, University of Aberdeen. Accessed June 15, 2019. http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?pid=25876 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.499740.

MLA Handbook (7th Edition):

Warren, Alexander V R. “Empirical shear assessment of reinforced concrete bridge members.” 2008. Web. 15 Jun 2019.

Vancouver:

Warren AVR. Empirical shear assessment of reinforced concrete bridge members. [Internet] [Doctoral dissertation]. University of Aberdeen; 2008. [cited 2019 Jun 15]. Available from: http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?pid=25876 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.499740.

Council of Science Editors:

Warren AVR. Empirical shear assessment of reinforced concrete bridge members. [Doctoral Dissertation]. University of Aberdeen; 2008. Available from: http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?pid=25876 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.499740


Ryerson University

25. Taormina, Antonio. Axial Load Behaviour of Double Skin Composite Walls Subjected to Elevated Temperatures.

Degree: 2012, Ryerson University

 Double skin composite walls (DSCWs) consist of two skins of profiled steel sheeting and in-fill of concrete. DSCWs are proposed to act as axial and… (more)

Subjects/Keywords: Structural analysis (Engineering); Steel; Structural  – Testing; Sheet-steel  – Testing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Taormina, A. (2012). Axial Load Behaviour of Double Skin Composite Walls Subjected to Elevated Temperatures. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2282

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Taormina, Antonio. “Axial Load Behaviour of Double Skin Composite Walls Subjected to Elevated Temperatures.” 2012. Thesis, Ryerson University. Accessed June 15, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A2282.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Taormina, Antonio. “Axial Load Behaviour of Double Skin Composite Walls Subjected to Elevated Temperatures.” 2012. Web. 15 Jun 2019.

Vancouver:

Taormina A. Axial Load Behaviour of Double Skin Composite Walls Subjected to Elevated Temperatures. [Internet] [Thesis]. Ryerson University; 2012. [cited 2019 Jun 15]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2282.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Taormina A. Axial Load Behaviour of Double Skin Composite Walls Subjected to Elevated Temperatures. [Thesis]. Ryerson University; 2012. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2282

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Hong Kong University of Science and Technology

26. Zhong, Kaihui CIVL. Tracking of structural modal parameters under non-stationary input using combined subspace identification.

Degree: 2018, Hong Kong University of Science and Technology

 Identifying dynamic characteristics of structures under ambient condition is very important for its heath monitoring and damage assessment. Nowadays, it has become a common industry… (more)

Subjects/Keywords: Structural health monitoring; Mathematical models; Structural analysis (Engineering); Risk assessment

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Zhong, K. C. (2018). Tracking of structural modal parameters under non-stationary input using combined subspace identification. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-991012632568903412 ; http://repository.ust.hk/ir/bitstream/1783.1-95723/1/th_redirect.html

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Zhong, Kaihui CIVL. “Tracking of structural modal parameters under non-stationary input using combined subspace identification.” 2018. Thesis, Hong Kong University of Science and Technology. Accessed June 15, 2019. https://doi.org/10.14711/thesis-991012632568903412 ; http://repository.ust.hk/ir/bitstream/1783.1-95723/1/th_redirect.html.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Zhong, Kaihui CIVL. “Tracking of structural modal parameters under non-stationary input using combined subspace identification.” 2018. Web. 15 Jun 2019.

Vancouver:

Zhong KC. Tracking of structural modal parameters under non-stationary input using combined subspace identification. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2018. [cited 2019 Jun 15]. Available from: https://doi.org/10.14711/thesis-991012632568903412 ; http://repository.ust.hk/ir/bitstream/1783.1-95723/1/th_redirect.html.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Zhong KC. Tracking of structural modal parameters under non-stationary input using combined subspace identification. [Thesis]. Hong Kong University of Science and Technology; 2018. Available from: https://doi.org/10.14711/thesis-991012632568903412 ; http://repository.ust.hk/ir/bitstream/1783.1-95723/1/th_redirect.html

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Texas – Austin

27. Heumann, Eric Michael, 1985-. Simplified modeling of shear tab connections in progressive collapse analysis of steel structures.

Degree: Civil, Architectural, and Environmental Engineering, 2010, University of Texas – Austin

 Recent tragedies involving the collapse of several large and prominent buildings have brought international attention to the subject of progressive collapse, and the field of… (more)

Subjects/Keywords: Structural engineering; Structural analysis; Steel structures; Shear tab; Progressive collapse

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Heumann, Eric Michael, 1. (2010). Simplified modeling of shear tab connections in progressive collapse analysis of steel structures. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2010-05-1425

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Heumann, Eric Michael, 1985-. “Simplified modeling of shear tab connections in progressive collapse analysis of steel structures.” 2010. Thesis, University of Texas – Austin. Accessed June 15, 2019. http://hdl.handle.net/2152/ETD-UT-2010-05-1425.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Heumann, Eric Michael, 1985-. “Simplified modeling of shear tab connections in progressive collapse analysis of steel structures.” 2010. Web. 15 Jun 2019.

Vancouver:

Heumann, Eric Michael 1. Simplified modeling of shear tab connections in progressive collapse analysis of steel structures. [Internet] [Thesis]. University of Texas – Austin; 2010. [cited 2019 Jun 15]. Available from: http://hdl.handle.net/2152/ETD-UT-2010-05-1425.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Heumann, Eric Michael 1. Simplified modeling of shear tab connections in progressive collapse analysis of steel structures. [Thesis]. University of Texas – Austin; 2010. Available from: http://hdl.handle.net/2152/ETD-UT-2010-05-1425

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Arizona

28. Trondsen, Torvald, 1933-. Optimum design methods .

Degree: 1969, University of Arizona

Subjects/Keywords: Structural optimization.; Structural analysis (Engineering)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Trondsen, Torvald, 1. (1969). Optimum design methods . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/318774

Chicago Manual of Style (16th Edition):

Trondsen, Torvald, 1933-. “Optimum design methods .” 1969. Masters Thesis, University of Arizona. Accessed June 15, 2019. http://hdl.handle.net/10150/318774.

MLA Handbook (7th Edition):

Trondsen, Torvald, 1933-. “Optimum design methods .” 1969. Web. 15 Jun 2019.

Vancouver:

Trondsen, Torvald 1. Optimum design methods . [Internet] [Masters thesis]. University of Arizona; 1969. [cited 2019 Jun 15]. Available from: http://hdl.handle.net/10150/318774.

Council of Science Editors:

Trondsen, Torvald 1. Optimum design methods . [Masters Thesis]. University of Arizona; 1969. Available from: http://hdl.handle.net/10150/318774


University of Arizona

29. Green, Phillip Carl, 1940-. Analysis of nonconservative structural systems .

Degree: 1965, University of Arizona

Subjects/Keywords: Structural frames.; Structural analysis (Engineering)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Green, Phillip Carl, 1. (1965). Analysis of nonconservative structural systems . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/318425

Chicago Manual of Style (16th Edition):

Green, Phillip Carl, 1940-. “Analysis of nonconservative structural systems .” 1965. Masters Thesis, University of Arizona. Accessed June 15, 2019. http://hdl.handle.net/10150/318425.

MLA Handbook (7th Edition):

Green, Phillip Carl, 1940-. “Analysis of nonconservative structural systems .” 1965. Web. 15 Jun 2019.

Vancouver:

Green, Phillip Carl 1. Analysis of nonconservative structural systems . [Internet] [Masters thesis]. University of Arizona; 1965. [cited 2019 Jun 15]. Available from: http://hdl.handle.net/10150/318425.

Council of Science Editors:

Green, Phillip Carl 1. Analysis of nonconservative structural systems . [Masters Thesis]. University of Arizona; 1965. Available from: http://hdl.handle.net/10150/318425


Ryerson University

30. Pourrastegar, Azita. Structural health monitoring of two-way slabs based on random decrement technique.

Degree: 2017, Ryerson University

 The current research attempts to explore the feasible use of a Structural Health Monitoring method for a two-way slab system through the effective vibration based… (more)

Subjects/Keywords: Structural analysis (Engineering); Structural design; Structural health monitoring; Bridges  – Testing; Reinforced concrete construction

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Pourrastegar, A. (2017). Structural health monitoring of two-way slabs based on random decrement technique. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A6631

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Pourrastegar, Azita. “Structural health monitoring of two-way slabs based on random decrement technique.” 2017. Thesis, Ryerson University. Accessed June 15, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A6631.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Pourrastegar, Azita. “Structural health monitoring of two-way slabs based on random decrement technique.” 2017. Web. 15 Jun 2019.

Vancouver:

Pourrastegar A. Structural health monitoring of two-way slabs based on random decrement technique. [Internet] [Thesis]. Ryerson University; 2017. [cited 2019 Jun 15]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6631.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Pourrastegar A. Structural health monitoring of two-way slabs based on random decrement technique. [Thesis]. Ryerson University; 2017. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6631

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

[1] [2] [3] [4] [5] … [9292]

.