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You searched for subject:(Structural analysis Engineering ). Showing records 1 – 30 of 304240 total matches.

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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 – -

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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 August 08, 2020. 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. 08 Aug 2020.

Vancouver:

Akram M. Behaviour of composite framed shear wall system:. [Internet] [Thesis]. Ryerson University; 2014. [cited 2020 Aug 08]. 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

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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 August 08, 2020. 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. 08 Aug 2020.

Vancouver:

Victor NN. Characterising the structural integrity of mechanical formed low carbon steel. [Internet] [Thesis]. Nelson Mandela Metropolitan University; 2012. [cited 2020 Aug 08]. 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


Ryerson University

3. 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

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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 August 08, 2020. 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. 08 Aug 2020.

Vancouver:

Pinto IL. Life Cycle Assessment Overview And Application: Comparison Of Structural Frame Alternatives For Office Buildings. [Internet] [Thesis]. Ryerson University; 2013. [cited 2020 Aug 08]. 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

4. 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

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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 August 08, 2020. 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. 08 Aug 2020.

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 2020 Aug 08]. 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 Tasmania

5. 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)

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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 August 08, 2020. 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. 08 Aug 2020.

Vancouver:

Lam P. The design of structures for strength. [Internet] [Thesis]. University of Tasmania; 1975. [cited 2020 Aug 08]. 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


University of Johannesburg

6. 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)

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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 August 08, 2020. 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. 08 Aug 2020.

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 2020 Aug 08]. 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


Columbia University

7. 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)

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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 August 08, 2020. 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. 08 Aug 2020.

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 2020 Aug 08]. 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 Dundee

8. 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

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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 August 08, 2020. 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. 08 Aug 2020.

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 2020 Aug 08]. 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


Oregon State University

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

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

Subjects/Keywords: Structural analysis (Engineering)

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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 August 08, 2020. http://hdl.handle.net/1957/53153.

MLA Handbook (7th Edition):

Liu, David Cheng-Tso. “Correlation of methods for solving indeterminate frames.” 1949. Web. 08 Aug 2020.

Vancouver:

Liu DC. Correlation of methods for solving indeterminate frames. [Internet] [Masters thesis]. Oregon State University; 1949. [cited 2020 Aug 08]. 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


Oregon State University

10. 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)

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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 August 08, 2020. http://hdl.handle.net/1957/48117.

MLA Handbook (7th Edition):

Albertson, Oran Lester. “Stability of elastically restrained framed structures by matrix analysis.” 1965. Web. 08 Aug 2020.

Vancouver:

Albertson OL. Stability of elastically restrained framed structures by matrix analysis. [Internet] [Masters thesis]. Oregon State University; 1965. [cited 2020 Aug 08]. 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

11. 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)

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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 August 08, 2020. http://hdl.handle.net/1957/48166.

MLA Handbook (7th Edition):

Grant, Joseph Edward. “Matrix analysis of structures with semi-rigid connection.” 1965. Web. 08 Aug 2020.

Vancouver:

Grant JE. Matrix analysis of structures with semi-rigid connection. [Internet] [Masters thesis]. Oregon State University; 1965. [cited 2020 Aug 08]. 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

12. 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)

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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 August 08, 2020. 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. 08 Aug 2020.

Vancouver:

Poole LE. Design of gabled and multi-story frames by plastic moment distribution. [Internet] [Masters thesis]. Oregon State University; 1961. [cited 2020 Aug 08]. 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

13. 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)

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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 August 08, 2020. http://hdl.handle.net/1957/49976.

MLA Handbook (7th Edition):

Serpanos, James Evan. “Stiffness matrix analysis of structures by electronic digital computer.” 1963. Web. 08 Aug 2020.

Vancouver:

Serpanos JE. Stiffness matrix analysis of structures by electronic digital computer. [Internet] [Masters thesis]. Oregon State University; 1963. [cited 2020 Aug 08]. 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

14. 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)

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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 August 08, 2020. http://hdl.handle.net/1957/22645.

MLA Handbook (7th Edition):

Kidarsa, Adrian. “Analysis of moving loads using force-based finite elements.” 2006. Web. 08 Aug 2020.

Vancouver:

Kidarsa A. Analysis of moving loads using force-based finite elements. [Internet] [Masters thesis]. Oregon State University; 2006. [cited 2020 Aug 08]. 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


Georgia Tech

15. Pool, Richard Boykin. An investigation of moment distribution methods of analyzing rigid frames subjected to sidesway.

Degree: MS, Civil engineering, 1952, Georgia Tech

Subjects/Keywords: Structural analysis (Engineering)

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APA (6th Edition):

Pool, R. B. (1952). An investigation of moment distribution methods of analyzing rigid frames subjected to sidesway. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/19508

Chicago Manual of Style (16th Edition):

Pool, Richard Boykin. “An investigation of moment distribution methods of analyzing rigid frames subjected to sidesway.” 1952. Masters Thesis, Georgia Tech. Accessed August 08, 2020. http://hdl.handle.net/1853/19508.

MLA Handbook (7th Edition):

Pool, Richard Boykin. “An investigation of moment distribution methods of analyzing rigid frames subjected to sidesway.” 1952. Web. 08 Aug 2020.

Vancouver:

Pool RB. An investigation of moment distribution methods of analyzing rigid frames subjected to sidesway. [Internet] [Masters thesis]. Georgia Tech; 1952. [cited 2020 Aug 08]. Available from: http://hdl.handle.net/1853/19508.

Council of Science Editors:

Pool RB. An investigation of moment distribution methods of analyzing rigid frames subjected to sidesway. [Masters Thesis]. Georgia Tech; 1952. Available from: http://hdl.handle.net/1853/19508


Georgia Tech

16. Kamat, Manohar Pandurang. Optimization of structural elements for stability and vibration.

Degree: PhD, Engineering mechanics, 1972, Georgia Tech

Subjects/Keywords: Structural analysis (Engineering)

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APA (6th Edition):

Kamat, M. P. (1972). Optimization of structural elements for stability and vibration. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/15646

Chicago Manual of Style (16th Edition):

Kamat, Manohar Pandurang. “Optimization of structural elements for stability and vibration.” 1972. Doctoral Dissertation, Georgia Tech. Accessed August 08, 2020. http://hdl.handle.net/1853/15646.

MLA Handbook (7th Edition):

Kamat, Manohar Pandurang. “Optimization of structural elements for stability and vibration.” 1972. Web. 08 Aug 2020.

Vancouver:

Kamat MP. Optimization of structural elements for stability and vibration. [Internet] [Doctoral dissertation]. Georgia Tech; 1972. [cited 2020 Aug 08]. Available from: http://hdl.handle.net/1853/15646.

Council of Science Editors:

Kamat MP. Optimization of structural elements for stability and vibration. [Doctoral Dissertation]. Georgia Tech; 1972. Available from: http://hdl.handle.net/1853/15646


University of British Columbia

17. 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)

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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 August 08, 2020. 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. 08 Aug 2020.

Vancouver:

Christoffersen PT. Plastic design of columns and its inherent uncertainties . [Internet] [Thesis]. University of British Columbia; 1962. [cited 2020 Aug 08]. 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

18. 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)

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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 August 08, 2020. 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. 08 Aug 2020.

Vancouver:

Franklin HA. Non-linear arches . [Internet] [Thesis]. University of British Columbia; 1962. [cited 2020 Aug 08]. 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


University of British Columbia

19. 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)

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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 August 08, 2020. 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. 08 Aug 2020.

Vancouver:

Ungless RF. Infinite finite element . [Internet] [Thesis]. University of British Columbia; 1973. [cited 2020 Aug 08]. 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


Columbia University

20. 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

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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 August 08, 2020. 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. 08 Aug 2020.

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 2020 Aug 08]. 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


Ryerson University

21. 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

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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 August 08, 2020. 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. 08 Aug 2020.

Vancouver:

Taormina A. Axial Load Behaviour of Double Skin Composite Walls Subjected to Elevated Temperatures. [Internet] [Thesis]. Ryerson University; 2012. [cited 2020 Aug 08]. 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

22. 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

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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 http://repository.ust.hk/ir/Record/1783.1-95723 ; 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 August 08, 2020. http://repository.ust.hk/ir/Record/1783.1-95723 ; 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. 08 Aug 2020.

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 2020 Aug 08]. Available from: http://repository.ust.hk/ir/Record/1783.1-95723 ; 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: http://repository.ust.hk/ir/Record/1783.1-95723 ; 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 Arizona

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

Degree: 1965, University of Arizona

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

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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 August 08, 2020. http://hdl.handle.net/10150/318425.

MLA Handbook (7th Edition):

Green, Phillip Carl, 1940-. “Analysis of nonconservative structural systems .” 1965. Web. 08 Aug 2020.

Vancouver:

Green, Phillip Carl 1. Analysis of nonconservative structural systems . [Internet] [Masters thesis]. University of Arizona; 1965. [cited 2020 Aug 08]. 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


University of Arizona

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

Degree: 1969, University of Arizona

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

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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 August 08, 2020. http://hdl.handle.net/10150/318774.

MLA Handbook (7th Edition):

Trondsen, Torvald, 1933-. “Optimum design methods .” 1969. Web. 08 Aug 2020.

Vancouver:

Trondsen, Torvald 1. Optimum design methods . [Internet] [Masters thesis]. University of Arizona; 1969. [cited 2020 Aug 08]. 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 Texas – Austin

25. Sheikh, Tauqir Muhammad, 1954-. Nonlinear modal analysis of frames.

Degree: MSin Engineering, Civil Engineering, 1980, University of Texas – Austin

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

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APA (6th Edition):

Sheikh, Tauqir Muhammad, 1. (1980). Nonlinear modal analysis of frames. (Masters Thesis). University of Texas – Austin. Retrieved from http://dx.doi.org/10.26153/tsw/7566

Chicago Manual of Style (16th Edition):

Sheikh, Tauqir Muhammad, 1954-. “Nonlinear modal analysis of frames.” 1980. Masters Thesis, University of Texas – Austin. Accessed August 08, 2020. http://dx.doi.org/10.26153/tsw/7566.

MLA Handbook (7th Edition):

Sheikh, Tauqir Muhammad, 1954-. “Nonlinear modal analysis of frames.” 1980. Web. 08 Aug 2020.

Vancouver:

Sheikh, Tauqir Muhammad 1. Nonlinear modal analysis of frames. [Internet] [Masters thesis]. University of Texas – Austin; 1980. [cited 2020 Aug 08]. Available from: http://dx.doi.org/10.26153/tsw/7566.

Council of Science Editors:

Sheikh, Tauqir Muhammad 1. Nonlinear modal analysis of frames. [Masters Thesis]. University of Texas – Austin; 1980. Available from: http://dx.doi.org/10.26153/tsw/7566


Ryerson University

26. 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

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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 August 08, 2020. 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. 08 Aug 2020.

Vancouver:

Pourrastegar A. Structural health monitoring of two-way slabs based on random decrement technique. [Internet] [Thesis]. Ryerson University; 2017. [cited 2020 Aug 08]. 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


Hong Kong University of Science and Technology

27. Wang, Dan. Spectrum-based methods for multi-leader selection and fragility analysis in complex networks.

Degree: 2016, Hong Kong University of Science and Technology

 During recent decades we have witnessed rapid development in network analysis, in which the spectrum plays a salient role. The spectrum reflects not only algebraic,… (more)

Subjects/Keywords: Structural analysis (Engineering) ; Spectrum analysis ; Computer networks ; Analysis

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APA (6th Edition):

Wang, D. (2016). Spectrum-based methods for multi-leader selection and fragility analysis in complex networks. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-86970 ; https://doi.org/10.14711/thesis-b1627103 ; http://repository.ust.hk/ir/bitstream/1783.1-86970/1/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):

Wang, Dan. “Spectrum-based methods for multi-leader selection and fragility analysis in complex networks.” 2016. Thesis, Hong Kong University of Science and Technology. Accessed August 08, 2020. http://repository.ust.hk/ir/Record/1783.1-86970 ; https://doi.org/10.14711/thesis-b1627103 ; http://repository.ust.hk/ir/bitstream/1783.1-86970/1/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):

Wang, Dan. “Spectrum-based methods for multi-leader selection and fragility analysis in complex networks.” 2016. Web. 08 Aug 2020.

Vancouver:

Wang D. Spectrum-based methods for multi-leader selection and fragility analysis in complex networks. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2016. [cited 2020 Aug 08]. Available from: http://repository.ust.hk/ir/Record/1783.1-86970 ; https://doi.org/10.14711/thesis-b1627103 ; http://repository.ust.hk/ir/bitstream/1783.1-86970/1/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:

Wang D. Spectrum-based methods for multi-leader selection and fragility analysis in complex networks. [Thesis]. Hong Kong University of Science and Technology; 2016. Available from: http://repository.ust.hk/ir/Record/1783.1-86970 ; https://doi.org/10.14711/thesis-b1627103 ; http://repository.ust.hk/ir/bitstream/1783.1-86970/1/th_redirect.html

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


Columbia University

28. Moyeda Morales, Arturo. Multiscale Analysis of Reinforced Concrete Structures.

Degree: 2018, Columbia University

 A multiscale approach, coined as the High Order Computational Continua (HC2), has been developed for efficient and accurate analysis and design of reinforced concrete structures.… (more)

Subjects/Keywords: Civil engineering; Multiscale modeling; Reinforced concrete – Analysis; Structural analysis (Engineering)

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APA (6th Edition):

Moyeda Morales, A. (2018). Multiscale Analysis of Reinforced Concrete Structures. (Doctoral Dissertation). Columbia University. Retrieved from https://doi.org/10.7916/D8VH75Q3

Chicago Manual of Style (16th Edition):

Moyeda Morales, Arturo. “Multiscale Analysis of Reinforced Concrete Structures.” 2018. Doctoral Dissertation, Columbia University. Accessed August 08, 2020. https://doi.org/10.7916/D8VH75Q3.

MLA Handbook (7th Edition):

Moyeda Morales, Arturo. “Multiscale Analysis of Reinforced Concrete Structures.” 2018. Web. 08 Aug 2020.

Vancouver:

Moyeda Morales A. Multiscale Analysis of Reinforced Concrete Structures. [Internet] [Doctoral dissertation]. Columbia University; 2018. [cited 2020 Aug 08]. Available from: https://doi.org/10.7916/D8VH75Q3.

Council of Science Editors:

Moyeda Morales A. Multiscale Analysis of Reinforced Concrete Structures. [Doctoral Dissertation]. Columbia University; 2018. Available from: https://doi.org/10.7916/D8VH75Q3


University of Oxford

29. Nhleko, Sifiso. Human-induced lateral excitation of public assembly structures.

Degree: PhD, 2011, University of Oxford

 Excessive human-induced vibrations of assembly structures have been reported more frequently over the past two decades. In the automotive industry, the evaluation of the response… (more)

Subjects/Keywords: 620.3; Numerical analysis; Structural dynamics; Civil engineering; Structural engineering; Control engineering; Sensors

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APA (6th Edition):

Nhleko, S. (2011). Human-induced lateral excitation of public assembly structures. (Doctoral Dissertation). University of Oxford. Retrieved from http://ora.ox.ac.uk/objects/uuid:33b555ec-b3eb-4dde-9fa3-a5d08dcb3689 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.558549

Chicago Manual of Style (16th Edition):

Nhleko, Sifiso. “Human-induced lateral excitation of public assembly structures.” 2011. Doctoral Dissertation, University of Oxford. Accessed August 08, 2020. http://ora.ox.ac.uk/objects/uuid:33b555ec-b3eb-4dde-9fa3-a5d08dcb3689 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.558549.

MLA Handbook (7th Edition):

Nhleko, Sifiso. “Human-induced lateral excitation of public assembly structures.” 2011. Web. 08 Aug 2020.

Vancouver:

Nhleko S. Human-induced lateral excitation of public assembly structures. [Internet] [Doctoral dissertation]. University of Oxford; 2011. [cited 2020 Aug 08]. Available from: http://ora.ox.ac.uk/objects/uuid:33b555ec-b3eb-4dde-9fa3-a5d08dcb3689 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.558549.

Council of Science Editors:

Nhleko S. Human-induced lateral excitation of public assembly structures. [Doctoral Dissertation]. University of Oxford; 2011. Available from: http://ora.ox.ac.uk/objects/uuid:33b555ec-b3eb-4dde-9fa3-a5d08dcb3689 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.558549


Cal Poly

30. Rodriguez, Osmar. BRIDGE DESIGN FOR EARTHQUAKE FAULT CROSSINGS - SYNTHESIS OF DESIGN ISSUES AND STRATEGIES.

Degree: MS, Civil and Environmental Engineering, 2012, Cal Poly

  This research evaluates the seismic demands for a three-span curved bridge crossing fault-rupture zones. Two approximate procedures which have been proved adequate for ordinary… (more)

Subjects/Keywords: Seismic Engineering; Structural Engineering; Fault-Rupture; Nonlinear Response History Analysis; Finite Element Modeling; Structural Engineering

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APA (6th Edition):

Rodriguez, O. (2012). BRIDGE DESIGN FOR EARTHQUAKE FAULT CROSSINGS - SYNTHESIS OF DESIGN ISSUES AND STRATEGIES. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/701 ; 10.15368/theses.2012.18

Chicago Manual of Style (16th Edition):

Rodriguez, Osmar. “BRIDGE DESIGN FOR EARTHQUAKE FAULT CROSSINGS - SYNTHESIS OF DESIGN ISSUES AND STRATEGIES.” 2012. Masters Thesis, Cal Poly. Accessed August 08, 2020. https://digitalcommons.calpoly.edu/theses/701 ; 10.15368/theses.2012.18.

MLA Handbook (7th Edition):

Rodriguez, Osmar. “BRIDGE DESIGN FOR EARTHQUAKE FAULT CROSSINGS - SYNTHESIS OF DESIGN ISSUES AND STRATEGIES.” 2012. Web. 08 Aug 2020.

Vancouver:

Rodriguez O. BRIDGE DESIGN FOR EARTHQUAKE FAULT CROSSINGS - SYNTHESIS OF DESIGN ISSUES AND STRATEGIES. [Internet] [Masters thesis]. Cal Poly; 2012. [cited 2020 Aug 08]. Available from: https://digitalcommons.calpoly.edu/theses/701 ; 10.15368/theses.2012.18.

Council of Science Editors:

Rodriguez O. BRIDGE DESIGN FOR EARTHQUAKE FAULT CROSSINGS - SYNTHESIS OF DESIGN ISSUES AND STRATEGIES. [Masters Thesis]. Cal Poly; 2012. Available from: https://digitalcommons.calpoly.edu/theses/701 ; 10.15368/theses.2012.18

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