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You searched for subject:(CALCULATIONS STRUCTURAL ANALYSIS CIVIL ENGINEERING ). Showing records 1 – 30 of 321306 total matches.

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Indian Institute of Science

1. 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

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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 March 30, 2020. 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. 30 Mar 2020.

Vancouver:

Karuna K. Structural Safety Analysis with Alternative Uncertainty Models. [Internet] [Thesis]. Indian Institute of Science; 2015. [cited 2020 Mar 30]. 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


Columbia University

2. 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 March 30, 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. 30 Mar 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 Mar 30]. 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 Wisconsin – Milwaukee

3. Augustine, Paul. Dynamic Moving Load Identification Using Optimal Sensor Placement and Model Reduction.

Degree: MS, Engineering, 2015, University of Wisconsin – Milwaukee

  A structure in service can be subjected to static, dynamic or moving loads. Several situations in practice involve estimation of moving loads which induce… (more)

Subjects/Keywords: Inverse Calculations; Matrix Operations; Model Reduction; Moving Load Identification; Numerical Methods; Structural Engineering; Civil Engineering; Engineering; Mechanical Engineering

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APA (6th Edition):

Augustine, P. (2015). Dynamic Moving Load Identification Using Optimal Sensor Placement and Model Reduction. (Thesis). University of Wisconsin – Milwaukee. Retrieved from https://dc.uwm.edu/etd/971

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):

Augustine, Paul. “Dynamic Moving Load Identification Using Optimal Sensor Placement and Model Reduction.” 2015. Thesis, University of Wisconsin – Milwaukee. Accessed March 30, 2020. https://dc.uwm.edu/etd/971.

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

MLA Handbook (7th Edition):

Augustine, Paul. “Dynamic Moving Load Identification Using Optimal Sensor Placement and Model Reduction.” 2015. Web. 30 Mar 2020.

Vancouver:

Augustine P. Dynamic Moving Load Identification Using Optimal Sensor Placement and Model Reduction. [Internet] [Thesis]. University of Wisconsin – Milwaukee; 2015. [cited 2020 Mar 30]. Available from: https://dc.uwm.edu/etd/971.

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

Council of Science Editors:

Augustine P. Dynamic Moving Load Identification Using Optimal Sensor Placement and Model Reduction. [Thesis]. University of Wisconsin – Milwaukee; 2015. Available from: https://dc.uwm.edu/etd/971

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


Columbia University

4. 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 March 30, 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. 30 Mar 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 Mar 30]. 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

5. 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 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 March 30, 2020. 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. 30 Mar 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 Mar 30]. 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

6. 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 · 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 March 30, 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. 30 Mar 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 Mar 30]. 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


Iowa State University

7. AuYeung, Steven Joseph. Performance-based design of reinforced concrete bridge piers subjected to vehicle collisions.

Degree: 2015, Iowa State University

 One of the leading causes of bridge failures within the United States is accidental vehicle collisions with the bridge pier. The focus of this research… (more)

Subjects/Keywords: Civil Engineering (Structural Engineering); Civil Engineering; Structural Engineering; Bridges; Bridge failures; Capacity; Demand; Design; Finite Element Analysis; Vehicle Collision; Civil Engineering

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APA (6th Edition):

AuYeung, S. J. (2015). Performance-based design of reinforced concrete bridge piers subjected to vehicle collisions. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/14763

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):

AuYeung, Steven Joseph. “Performance-based design of reinforced concrete bridge piers subjected to vehicle collisions.” 2015. Thesis, Iowa State University. Accessed March 30, 2020. https://lib.dr.iastate.edu/etd/14763.

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

MLA Handbook (7th Edition):

AuYeung, Steven Joseph. “Performance-based design of reinforced concrete bridge piers subjected to vehicle collisions.” 2015. Web. 30 Mar 2020.

Vancouver:

AuYeung SJ. Performance-based design of reinforced concrete bridge piers subjected to vehicle collisions. [Internet] [Thesis]. Iowa State University; 2015. [cited 2020 Mar 30]. Available from: https://lib.dr.iastate.edu/etd/14763.

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

Council of Science Editors:

AuYeung SJ. Performance-based design of reinforced concrete bridge piers subjected to vehicle collisions. [Thesis]. Iowa State University; 2015. Available from: https://lib.dr.iastate.edu/etd/14763

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


Columbia University

8. 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 March 30, 2020. https://doi.org/10.7916/D8VH75Q3.

MLA Handbook (7th Edition):

Moyeda Morales, Arturo. “Multiscale Analysis of Reinforced Concrete Structures.” 2018. Web. 30 Mar 2020.

Vancouver:

Moyeda Morales A. Multiscale Analysis of Reinforced Concrete Structures. [Internet] [Doctoral dissertation]. Columbia University; 2018. [cited 2020 Mar 30]. 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


Columbia University

9. 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 (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 March 30, 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. 30 Mar 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 Mar 30]. 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


ETH Zürich

10. Hugi, Hans. Spannungszustände semi-infiniter Bereiche und konforme Abbildungen.

Degree: 1957, ETH Zürich

Subjects/Keywords: BAUSTATISCHE BERECHNUNG (BAUSTATIK); CALCULATIONS/STRUCTURAL ANALYSIS (CIVIL ENGINEERING); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Hugi, H. (1957). Spannungszustände semi-infiniter Bereiche und konforme Abbildungen. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/134829

Chicago Manual of Style (16th Edition):

Hugi, Hans. “Spannungszustände semi-infiniter Bereiche und konforme Abbildungen.” 1957. Doctoral Dissertation, ETH Zürich. Accessed March 30, 2020. http://hdl.handle.net/20.500.11850/134829.

MLA Handbook (7th Edition):

Hugi, Hans. “Spannungszustände semi-infiniter Bereiche und konforme Abbildungen.” 1957. Web. 30 Mar 2020.

Vancouver:

Hugi H. Spannungszustände semi-infiniter Bereiche und konforme Abbildungen. [Internet] [Doctoral dissertation]. ETH Zürich; 1957. [cited 2020 Mar 30]. Available from: http://hdl.handle.net/20.500.11850/134829.

Council of Science Editors:

Hugi H. Spannungszustände semi-infiniter Bereiche und konforme Abbildungen. [Doctoral Dissertation]. ETH Zürich; 1957. Available from: http://hdl.handle.net/20.500.11850/134829


ETH Zürich

11. Wissler, Hans. Festigkeitsberechnung von Ringflächenschalen.

Degree: 1916, ETH Zürich

Subjects/Keywords: BAUSTATISCHE BERECHNUNG (BAUSTATIK); ROTATIONSSCHALEN (BAUSTATIK); CALCULATIONS/STRUCTURAL ANALYSIS (CIVIL ENGINEERING); SHELLS OF REVOLUTION (STRUCTURAL ANALYSIS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Wissler, H. (1916). Festigkeitsberechnung von Ringflächenschalen. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/134744

Chicago Manual of Style (16th Edition):

Wissler, Hans. “Festigkeitsberechnung von Ringflächenschalen.” 1916. Doctoral Dissertation, ETH Zürich. Accessed March 30, 2020. http://hdl.handle.net/20.500.11850/134744.

MLA Handbook (7th Edition):

Wissler, Hans. “Festigkeitsberechnung von Ringflächenschalen.” 1916. Web. 30 Mar 2020.

Vancouver:

Wissler H. Festigkeitsberechnung von Ringflächenschalen. [Internet] [Doctoral dissertation]. ETH Zürich; 1916. [cited 2020 Mar 30]. Available from: http://hdl.handle.net/20.500.11850/134744.

Council of Science Editors:

Wissler H. Festigkeitsberechnung von Ringflächenschalen. [Doctoral Dissertation]. ETH Zürich; 1916. Available from: http://hdl.handle.net/20.500.11850/134744


ETH Zürich

12. ElDemirdash, Ibrahim Adham. Beitrag zur Berechnung der Biegespannungen in Dreieck-Fachwerken mit und ohne Hilfssystem.

Degree: 1931, ETH Zürich

Subjects/Keywords: EBENE FACHWERKE + FACHWERKTRÄGER (BAUSTATIK); BAUSTATISCHE BERECHNUNG (BAUSTATIK); PLANE TRUSSES + TRUSSED GIRDERS (STRUCTURAL ANALYSIS); CALCULATIONS/STRUCTURAL ANALYSIS (CIVIL ENGINEERING); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

ElDemirdash, I. A. (1931). Beitrag zur Berechnung der Biegespannungen in Dreieck-Fachwerken mit und ohne Hilfssystem. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/135917

Chicago Manual of Style (16th Edition):

ElDemirdash, Ibrahim Adham. “Beitrag zur Berechnung der Biegespannungen in Dreieck-Fachwerken mit und ohne Hilfssystem.” 1931. Doctoral Dissertation, ETH Zürich. Accessed March 30, 2020. http://hdl.handle.net/20.500.11850/135917.

MLA Handbook (7th Edition):

ElDemirdash, Ibrahim Adham. “Beitrag zur Berechnung der Biegespannungen in Dreieck-Fachwerken mit und ohne Hilfssystem.” 1931. Web. 30 Mar 2020.

Vancouver:

ElDemirdash IA. Beitrag zur Berechnung der Biegespannungen in Dreieck-Fachwerken mit und ohne Hilfssystem. [Internet] [Doctoral dissertation]. ETH Zürich; 1931. [cited 2020 Mar 30]. Available from: http://hdl.handle.net/20.500.11850/135917.

Council of Science Editors:

ElDemirdash IA. Beitrag zur Berechnung der Biegespannungen in Dreieck-Fachwerken mit und ohne Hilfssystem. [Doctoral Dissertation]. ETH Zürich; 1931. Available from: http://hdl.handle.net/20.500.11850/135917


University of Oxford

13. 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 March 30, 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. 30 Mar 2020.

Vancouver:

Nhleko S. Human-induced lateral excitation of public assembly structures. [Internet] [Doctoral dissertation]. University of Oxford; 2011. [cited 2020 Mar 30]. 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


ETH Zürich

14. ElSchasly, El-Sayed. Berechnung der Biegungsspannungen und Stabkräfte in Schwedler-Kuppeln nach Theorie und Modellversuch.

Degree: 1942, ETH Zürich

Subjects/Keywords: BAUSTATISCHE BERECHNUNG (BAUSTATIK); RAUMFACHWERKE + RAUMGITTER (BAUSTATIK); KUPPELN (BAUSTATIK); SPANNUNGSBERECHNUNGEN (BAUSTATIK); MODELLSTATIK + EXPERIMENTELLE BAUSTATIK (BAUINGENIEURWESEN); CALCULATIONS/STRUCTURAL ANALYSIS (CIVIL ENGINEERING); SPACE FRAMES + LATTICE GRIDS (STRUCTURAL ANALYSIS); DOMES (STRUCTURAL ANALYSIS); STRESS ANALYSIS (STRUCTURAL ANALYSIS); MODEL ANALYSIS OF STRUCTURES + EXPERIMENTAL STRUCTURAL ANALYSIS (CIVIL ENGINEERING); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

ElSchasly, E. (1942). Berechnung der Biegungsspannungen und Stabkräfte in Schwedler-Kuppeln nach Theorie und Modellversuch. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/135181

Chicago Manual of Style (16th Edition):

ElSchasly, El-Sayed. “Berechnung der Biegungsspannungen und Stabkräfte in Schwedler-Kuppeln nach Theorie und Modellversuch.” 1942. Doctoral Dissertation, ETH Zürich. Accessed March 30, 2020. http://hdl.handle.net/20.500.11850/135181.

MLA Handbook (7th Edition):

ElSchasly, El-Sayed. “Berechnung der Biegungsspannungen und Stabkräfte in Schwedler-Kuppeln nach Theorie und Modellversuch.” 1942. Web. 30 Mar 2020.

Vancouver:

ElSchasly E. Berechnung der Biegungsspannungen und Stabkräfte in Schwedler-Kuppeln nach Theorie und Modellversuch. [Internet] [Doctoral dissertation]. ETH Zürich; 1942. [cited 2020 Mar 30]. Available from: http://hdl.handle.net/20.500.11850/135181.

Council of Science Editors:

ElSchasly E. Berechnung der Biegungsspannungen und Stabkräfte in Schwedler-Kuppeln nach Theorie und Modellversuch. [Doctoral Dissertation]. ETH Zürich; 1942. Available from: http://hdl.handle.net/20.500.11850/135181


Columbia University

15. Ozer, Ekin. Multisensory Smartphone Applications in Vibration-Based Structural Health Monitoring.

Degree: 2016, Columbia University

 Advances in sensor technology and computer science in the last three decades have boosted the importance of system identification and vibration-based structural health monitoring (SHM)… (more)

Subjects/Keywords: Smartphones; iPhone (Smartphone) – Mobile apps; Application software; Structural analysis (Engineering); Civil engineering; Structural health monitoring

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

APA (6th Edition):

Ozer, E. (2016). Multisensory Smartphone Applications in Vibration-Based Structural Health Monitoring. (Doctoral Dissertation). Columbia University. Retrieved from https://doi.org/10.7916/D8TB175F

Chicago Manual of Style (16th Edition):

Ozer, Ekin. “Multisensory Smartphone Applications in Vibration-Based Structural Health Monitoring.” 2016. Doctoral Dissertation, Columbia University. Accessed March 30, 2020. https://doi.org/10.7916/D8TB175F.

MLA Handbook (7th Edition):

Ozer, Ekin. “Multisensory Smartphone Applications in Vibration-Based Structural Health Monitoring.” 2016. Web. 30 Mar 2020.

Vancouver:

Ozer E. Multisensory Smartphone Applications in Vibration-Based Structural Health Monitoring. [Internet] [Doctoral dissertation]. Columbia University; 2016. [cited 2020 Mar 30]. Available from: https://doi.org/10.7916/D8TB175F.

Council of Science Editors:

Ozer E. Multisensory Smartphone Applications in Vibration-Based Structural Health Monitoring. [Doctoral Dissertation]. Columbia University; 2016. Available from: https://doi.org/10.7916/D8TB175F


Columbia University

16. Luo, Longxi. Computer Vision Sensing Systems for Structural Health Monitoring in Challenging Field Conditions.

Degree: 2018, Columbia University

 Computer vision sensing techniques enable easy-to-install and remote non-contact monitoring of structures and have great potentials in field applications. This study will develop/implement novel computer… (more)

Subjects/Keywords: Civil engineering; Computer science; Structural health monitoring; Computer vision; Structural analysis (Engineering)

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

APA (6th Edition):

Luo, L. (2018). Computer Vision Sensing Systems for Structural Health Monitoring in Challenging Field Conditions. (Doctoral Dissertation). Columbia University. Retrieved from https://doi.org/10.7916/D8MS59M7

Chicago Manual of Style (16th Edition):

Luo, Longxi. “Computer Vision Sensing Systems for Structural Health Monitoring in Challenging Field Conditions.” 2018. Doctoral Dissertation, Columbia University. Accessed March 30, 2020. https://doi.org/10.7916/D8MS59M7.

MLA Handbook (7th Edition):

Luo, Longxi. “Computer Vision Sensing Systems for Structural Health Monitoring in Challenging Field Conditions.” 2018. Web. 30 Mar 2020.

Vancouver:

Luo L. Computer Vision Sensing Systems for Structural Health Monitoring in Challenging Field Conditions. [Internet] [Doctoral dissertation]. Columbia University; 2018. [cited 2020 Mar 30]. Available from: https://doi.org/10.7916/D8MS59M7.

Council of Science Editors:

Luo L. Computer Vision Sensing Systems for Structural Health Monitoring in Challenging Field Conditions. [Doctoral Dissertation]. Columbia University; 2018. Available from: https://doi.org/10.7916/D8MS59M7


University of Cincinnati

17. ALLEN, JAMES H, III. EFFECTS OF SUBCOMPONENT ANALYSIS IN PREDICTING OVERALL STRUCTURAL SYSTEM DYNAMIC RESPONSE.

Degree: PhD, Engineering : Civil Engineering, 2007, University of Cincinnati

 An analytical methodology is developed that allows engineers to be able to quickly incorporate structural modifications while minimizing error propagation through the use of subcomponent… (more)

Subjects/Keywords: Engineering, Civil; structural dynamics; subcomponent analysis; structures; engineering

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

APA (6th Edition):

ALLEN, JAMES H, I. (2007). EFFECTS OF SUBCOMPONENT ANALYSIS IN PREDICTING OVERALL STRUCTURAL SYSTEM DYNAMIC RESPONSE. (Doctoral Dissertation). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1172819490

Chicago Manual of Style (16th Edition):

ALLEN, JAMES H, III. “EFFECTS OF SUBCOMPONENT ANALYSIS IN PREDICTING OVERALL STRUCTURAL SYSTEM DYNAMIC RESPONSE.” 2007. Doctoral Dissertation, University of Cincinnati. Accessed March 30, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1172819490.

MLA Handbook (7th Edition):

ALLEN, JAMES H, III. “EFFECTS OF SUBCOMPONENT ANALYSIS IN PREDICTING OVERALL STRUCTURAL SYSTEM DYNAMIC RESPONSE.” 2007. Web. 30 Mar 2020.

Vancouver:

ALLEN, JAMES H I. EFFECTS OF SUBCOMPONENT ANALYSIS IN PREDICTING OVERALL STRUCTURAL SYSTEM DYNAMIC RESPONSE. [Internet] [Doctoral dissertation]. University of Cincinnati; 2007. [cited 2020 Mar 30]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1172819490.

Council of Science Editors:

ALLEN, JAMES H I. EFFECTS OF SUBCOMPONENT ANALYSIS IN PREDICTING OVERALL STRUCTURAL SYSTEM DYNAMIC RESPONSE. [Doctoral Dissertation]. University of Cincinnati; 2007. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1172819490


Iowa State University

18. Polo, Richard Joseph. Optimum synthesis of three-dimensional structures.

Degree: 1971, Iowa State University

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

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

APA (6th Edition):

Polo, R. J. (1971). Optimum synthesis of three-dimensional structures. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/rtd/4907

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):

Polo, Richard Joseph. “Optimum synthesis of three-dimensional structures.” 1971. Thesis, Iowa State University. Accessed March 30, 2020. https://lib.dr.iastate.edu/rtd/4907.

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

MLA Handbook (7th Edition):

Polo, Richard Joseph. “Optimum synthesis of three-dimensional structures.” 1971. Web. 30 Mar 2020.

Vancouver:

Polo RJ. Optimum synthesis of three-dimensional structures. [Internet] [Thesis]. Iowa State University; 1971. [cited 2020 Mar 30]. Available from: https://lib.dr.iastate.edu/rtd/4907.

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

Council of Science Editors:

Polo RJ. Optimum synthesis of three-dimensional structures. [Thesis]. Iowa State University; 1971. Available from: https://lib.dr.iastate.edu/rtd/4907

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


University of Colorado

19. Ballent, Wendy Jean. Dempster-Shafer Theory Applications in Structural Damage Assessment and Social Vulnerability Ranking.

Degree: MS, 2018, University of Colorado

 This thesis explores the different mathematical frameworks that have been used in risk assessment, with an emphasis on Dempster-Shafer Evidence Theory and the applicability in… (more)

Subjects/Keywords: dempster shafer theory; evidence theory; post seismic analysis; structural damage assessment; structural engineering; Civil Engineering; Structural Engineering

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

APA (6th Edition):

Ballent, W. J. (2018). Dempster-Shafer Theory Applications in Structural Damage Assessment and Social Vulnerability Ranking. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/370

Chicago Manual of Style (16th Edition):

Ballent, Wendy Jean. “Dempster-Shafer Theory Applications in Structural Damage Assessment and Social Vulnerability Ranking.” 2018. Masters Thesis, University of Colorado. Accessed March 30, 2020. https://scholar.colorado.edu/cven_gradetds/370.

MLA Handbook (7th Edition):

Ballent, Wendy Jean. “Dempster-Shafer Theory Applications in Structural Damage Assessment and Social Vulnerability Ranking.” 2018. Web. 30 Mar 2020.

Vancouver:

Ballent WJ. Dempster-Shafer Theory Applications in Structural Damage Assessment and Social Vulnerability Ranking. [Internet] [Masters thesis]. University of Colorado; 2018. [cited 2020 Mar 30]. Available from: https://scholar.colorado.edu/cven_gradetds/370.

Council of Science Editors:

Ballent WJ. Dempster-Shafer Theory Applications in Structural Damage Assessment and Social Vulnerability Ranking. [Masters Thesis]. University of Colorado; 2018. Available from: https://scholar.colorado.edu/cven_gradetds/370

20. Whitman, Zachary J. Investigation of Seismic Failure Modes in Flexural Concrete Walls Using Finite Element Analysis.

Degree: 2015, University of Washington

 Reinforced concrete structural walls are a common seismic lateral force resisting system in concrete buildings. They possess high strength and stiffness, which are desirable in… (more)

Subjects/Keywords: Finite element analysis; Finite element method; Seismic failure modes; Shear wall behavior; Structural engineering; Structural walls; Civil engineering; civil engineering

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

APA (6th Edition):

Whitman, Z. J. (2015). Investigation of Seismic Failure Modes in Flexural Concrete Walls Using Finite Element Analysis. (Thesis). University of Washington. Retrieved from http://hdl.handle.net/1773/33674

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):

Whitman, Zachary J. “Investigation of Seismic Failure Modes in Flexural Concrete Walls Using Finite Element Analysis.” 2015. Thesis, University of Washington. Accessed March 30, 2020. http://hdl.handle.net/1773/33674.

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

MLA Handbook (7th Edition):

Whitman, Zachary J. “Investigation of Seismic Failure Modes in Flexural Concrete Walls Using Finite Element Analysis.” 2015. Web. 30 Mar 2020.

Vancouver:

Whitman ZJ. Investigation of Seismic Failure Modes in Flexural Concrete Walls Using Finite Element Analysis. [Internet] [Thesis]. University of Washington; 2015. [cited 2020 Mar 30]. Available from: http://hdl.handle.net/1773/33674.

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

Council of Science Editors:

Whitman ZJ. Investigation of Seismic Failure Modes in Flexural Concrete Walls Using Finite Element Analysis. [Thesis]. University of Washington; 2015. Available from: http://hdl.handle.net/1773/33674

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


Cal Poly

21. Roskelley, Blake Alan. An Investigation of the Influence of Diaphragm Flexibility on Building Design through a Comparison of Forced Vibration Testing and Computational Analysis.

Degree: MS, Architecture, 2010, Cal Poly

 An assessment of the validity of idealizing a concrete diaphragm as rigid was performed through the modal analysis of three existing buildings. Modal analysis was… (more)

Subjects/Keywords: Modal Analysis; Forced Vibration; Rigid Diaphragm Assumption; Structural Analysis; Concrete Diaphragm Flexibility; Architectural Engineering; Civil Engineering; Structural Engineering

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

APA (6th Edition):

Roskelley, B. A. (2010). An Investigation of the Influence of Diaphragm Flexibility on Building Design through a Comparison of Forced Vibration Testing and Computational Analysis. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/399 ; 10.15368/theses.2010.164

Chicago Manual of Style (16th Edition):

Roskelley, Blake Alan. “An Investigation of the Influence of Diaphragm Flexibility on Building Design through a Comparison of Forced Vibration Testing and Computational Analysis.” 2010. Masters Thesis, Cal Poly. Accessed March 30, 2020. https://digitalcommons.calpoly.edu/theses/399 ; 10.15368/theses.2010.164.

MLA Handbook (7th Edition):

Roskelley, Blake Alan. “An Investigation of the Influence of Diaphragm Flexibility on Building Design through a Comparison of Forced Vibration Testing and Computational Analysis.” 2010. Web. 30 Mar 2020.

Vancouver:

Roskelley BA. An Investigation of the Influence of Diaphragm Flexibility on Building Design through a Comparison of Forced Vibration Testing and Computational Analysis. [Internet] [Masters thesis]. Cal Poly; 2010. [cited 2020 Mar 30]. Available from: https://digitalcommons.calpoly.edu/theses/399 ; 10.15368/theses.2010.164.

Council of Science Editors:

Roskelley BA. An Investigation of the Influence of Diaphragm Flexibility on Building Design through a Comparison of Forced Vibration Testing and Computational Analysis. [Masters Thesis]. Cal Poly; 2010. Available from: https://digitalcommons.calpoly.edu/theses/399 ; 10.15368/theses.2010.164


Columbia University

22. Zampieri, Andrea. Seismic Behavior Analysis of Concrete Highway Bridges Based on Field Monitoring and Shaking Table Test Data.

Degree: 2015, Columbia University

 Concrete highway bridges are important elements of our country's transportation infrastructure; however, only few studies that address their seismic behavior using data collected from instrumented… (more)

Subjects/Keywords: Bridges; Box girder bridges; Concrete bridges – Deterioration; Structural health monitoring; Structural analysis (Engineering); Earthquake hazard analysis; Concrete bridges; Civil engineering; Engineering

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

APA (6th Edition):

Zampieri, A. (2015). Seismic Behavior Analysis of Concrete Highway Bridges Based on Field Monitoring and Shaking Table Test Data. (Doctoral Dissertation). Columbia University. Retrieved from https://doi.org/10.7916/D85Q4VTF

Chicago Manual of Style (16th Edition):

Zampieri, Andrea. “Seismic Behavior Analysis of Concrete Highway Bridges Based on Field Monitoring and Shaking Table Test Data.” 2015. Doctoral Dissertation, Columbia University. Accessed March 30, 2020. https://doi.org/10.7916/D85Q4VTF.

MLA Handbook (7th Edition):

Zampieri, Andrea. “Seismic Behavior Analysis of Concrete Highway Bridges Based on Field Monitoring and Shaking Table Test Data.” 2015. Web. 30 Mar 2020.

Vancouver:

Zampieri A. Seismic Behavior Analysis of Concrete Highway Bridges Based on Field Monitoring and Shaking Table Test Data. [Internet] [Doctoral dissertation]. Columbia University; 2015. [cited 2020 Mar 30]. Available from: https://doi.org/10.7916/D85Q4VTF.

Council of Science Editors:

Zampieri A. Seismic Behavior Analysis of Concrete Highway Bridges Based on Field Monitoring and Shaking Table Test Data. [Doctoral Dissertation]. Columbia University; 2015. Available from: https://doi.org/10.7916/D85Q4VTF


Columbia University

23. Brudastova, Olga. Stochastic response determination and spectral identification of complex dynamic structural systems.

Degree: 2018, Columbia University

 Uncertainty propagation in engineering mechanics and dynamics is a highly challenging problem that requires development of analytical/numerical techniques for determining the stochastic response of complex… (more)

Subjects/Keywords: Civil engineering; Structural dynamics; Stochastic analysis; Distribution (Probability theory); Uncertainty

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APA (6th Edition):

Brudastova, O. (2018). Stochastic response determination and spectral identification of complex dynamic structural systems. (Doctoral Dissertation). Columbia University. Retrieved from https://doi.org/10.7916/D8H71ZKP

Chicago Manual of Style (16th Edition):

Brudastova, Olga. “Stochastic response determination and spectral identification of complex dynamic structural systems.” 2018. Doctoral Dissertation, Columbia University. Accessed March 30, 2020. https://doi.org/10.7916/D8H71ZKP.

MLA Handbook (7th Edition):

Brudastova, Olga. “Stochastic response determination and spectral identification of complex dynamic structural systems.” 2018. Web. 30 Mar 2020.

Vancouver:

Brudastova O. Stochastic response determination and spectral identification of complex dynamic structural systems. [Internet] [Doctoral dissertation]. Columbia University; 2018. [cited 2020 Mar 30]. Available from: https://doi.org/10.7916/D8H71ZKP.

Council of Science Editors:

Brudastova O. Stochastic response determination and spectral identification of complex dynamic structural systems. [Doctoral Dissertation]. Columbia University; 2018. Available from: https://doi.org/10.7916/D8H71ZKP

24. Rašeta Andrija. Analiza i procena seizmičkih performansi grednih armiranobetonskih mostova.

Degree: 2014, University of Novi Sad

U EN1998-1 i EN1998-2 su propisane metode za određivanje seizmičkih uticaja koje koriste linearno-elastične modele u modalnoj analizi sa spektrima odgovora. Za regularne konstrukcije,… (more)

Subjects/Keywords: Građevinarstvo, konstrukcije, seizmičko inženjerstvo, MKE; Structural analysis, Civil Engineering, FEM

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

APA (6th Edition):

Andrija, R. (2014). Analiza i procena seizmičkih performansi grednih armiranobetonskih mostova. (Thesis). University of Novi Sad. Retrieved from https://www.cris.uns.ac.rs/DownloadFileServlet/Disertacija139453209523157.pdf?controlNumber=(BISIS)85683&fileName=139453209523157.pdf&id=1511&source=OATD&language=en ; https://www.cris.uns.ac.rs/record.jsf?recordId=85683&source=OATD&language=en

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):

Andrija, Rašeta. “Analiza i procena seizmičkih performansi grednih armiranobetonskih mostova.” 2014. Thesis, University of Novi Sad. Accessed March 30, 2020. https://www.cris.uns.ac.rs/DownloadFileServlet/Disertacija139453209523157.pdf?controlNumber=(BISIS)85683&fileName=139453209523157.pdf&id=1511&source=OATD&language=en ; https://www.cris.uns.ac.rs/record.jsf?recordId=85683&source=OATD&language=en.

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

MLA Handbook (7th Edition):

Andrija, Rašeta. “Analiza i procena seizmičkih performansi grednih armiranobetonskih mostova.” 2014. Web. 30 Mar 2020.

Vancouver:

Andrija R. Analiza i procena seizmičkih performansi grednih armiranobetonskih mostova. [Internet] [Thesis]. University of Novi Sad; 2014. [cited 2020 Mar 30]. Available from: https://www.cris.uns.ac.rs/DownloadFileServlet/Disertacija139453209523157.pdf?controlNumber=(BISIS)85683&fileName=139453209523157.pdf&id=1511&source=OATD&language=en ; https://www.cris.uns.ac.rs/record.jsf?recordId=85683&source=OATD&language=en.

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

Council of Science Editors:

Andrija R. Analiza i procena seizmičkih performansi grednih armiranobetonskih mostova. [Thesis]. University of Novi Sad; 2014. Available from: https://www.cris.uns.ac.rs/DownloadFileServlet/Disertacija139453209523157.pdf?controlNumber=(BISIS)85683&fileName=139453209523157.pdf&id=1511&source=OATD&language=en ; https://www.cris.uns.ac.rs/record.jsf?recordId=85683&source=OATD&language=en

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


University of Central Florida

25. Al Rumaithi, Ayad. Characterization of Dynamic Structures Using Parametric and Non-parametric System Identification Methods.

Degree: 2014, University of Central Florida

 The effects of soil-foundation-structure (SFS) interaction and extreme loading on structural behaviors are important issues in structural dynamics. System identification is an important technique to… (more)

Subjects/Keywords: System identification; modal analysis; blind source seperation; Civil Engineering; Engineering; Geotechnical Engineering; Structural Engineering

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APA (6th Edition):

Al Rumaithi, A. (2014). Characterization of Dynamic Structures Using Parametric and Non-parametric System Identification Methods. (Masters Thesis). University of Central Florida. Retrieved from https://stars.library.ucf.edu/etd/1325

Chicago Manual of Style (16th Edition):

Al Rumaithi, Ayad. “Characterization of Dynamic Structures Using Parametric and Non-parametric System Identification Methods.” 2014. Masters Thesis, University of Central Florida. Accessed March 30, 2020. https://stars.library.ucf.edu/etd/1325.

MLA Handbook (7th Edition):

Al Rumaithi, Ayad. “Characterization of Dynamic Structures Using Parametric and Non-parametric System Identification Methods.” 2014. Web. 30 Mar 2020.

Vancouver:

Al Rumaithi A. Characterization of Dynamic Structures Using Parametric and Non-parametric System Identification Methods. [Internet] [Masters thesis]. University of Central Florida; 2014. [cited 2020 Mar 30]. Available from: https://stars.library.ucf.edu/etd/1325.

Council of Science Editors:

Al Rumaithi A. Characterization of Dynamic Structures Using Parametric and Non-parametric System Identification Methods. [Masters Thesis]. University of Central Florida; 2014. Available from: https://stars.library.ucf.edu/etd/1325


ETH Zürich

26. Seelhofer, Hans. Ebener Spannungszustand im Betonbau: Grundlagen und Anwendungen.

Degree: 2009, ETH Zürich

Subjects/Keywords: BETONKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); BAUSTATISCHE MODELLE (BAUSTATIK); BETONPLATTEN (BAUSTATIK); BEWEHRUNG IN BETONKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); BAUSTATISCHE BERECHNUNG (BAUSTATIK); CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); STRUCTURAL MODELS (STRUCTURAL ANALYSIS); CONCRETE SLABS (STRUCTURAL ANALYSIS); REINFORCEMENT OF CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); CALCULATIONS/STRUCTURAL ANALYSIS (CIVIL ENGINEERING); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Seelhofer, H. (2009). Ebener Spannungszustand im Betonbau: Grundlagen und Anwendungen. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/151447

Chicago Manual of Style (16th Edition):

Seelhofer, Hans. “Ebener Spannungszustand im Betonbau: Grundlagen und Anwendungen.” 2009. Doctoral Dissertation, ETH Zürich. Accessed March 30, 2020. http://hdl.handle.net/20.500.11850/151447.

MLA Handbook (7th Edition):

Seelhofer, Hans. “Ebener Spannungszustand im Betonbau: Grundlagen und Anwendungen.” 2009. Web. 30 Mar 2020.

Vancouver:

Seelhofer H. Ebener Spannungszustand im Betonbau: Grundlagen und Anwendungen. [Internet] [Doctoral dissertation]. ETH Zürich; 2009. [cited 2020 Mar 30]. Available from: http://hdl.handle.net/20.500.11850/151447.

Council of Science Editors:

Seelhofer H. Ebener Spannungszustand im Betonbau: Grundlagen und Anwendungen. [Doctoral Dissertation]. ETH Zürich; 2009. Available from: http://hdl.handle.net/20.500.11850/151447


University of Washington

27. Sumearll, Jakob. Evaluation of Seismic Assessment Procedures for Existing Reinforced Concrete Structures Damaged in the 2016 Meinong Earthquake.

Degree: 2019, University of Washington

 The magnitude 6.4 Meinong Earthquake struck the Southern region of Taiwan in February 2016. This event resulted in unexpected damage relative to the magnitude. A… (more)

Subjects/Keywords: ASCE 41; Dynamic Analysis; Existing Structure; Reinforced Concrete; Seismic Analysis; Structural Engineering; Civil engineering; Civil engineering

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APA (6th Edition):

Sumearll, J. (2019). Evaluation of Seismic Assessment Procedures for Existing Reinforced Concrete Structures Damaged in the 2016 Meinong Earthquake. (Thesis). University of Washington. Retrieved from http://hdl.handle.net/1773/44122

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):

Sumearll, Jakob. “Evaluation of Seismic Assessment Procedures for Existing Reinforced Concrete Structures Damaged in the 2016 Meinong Earthquake.” 2019. Thesis, University of Washington. Accessed March 30, 2020. http://hdl.handle.net/1773/44122.

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

MLA Handbook (7th Edition):

Sumearll, Jakob. “Evaluation of Seismic Assessment Procedures for Existing Reinforced Concrete Structures Damaged in the 2016 Meinong Earthquake.” 2019. Web. 30 Mar 2020.

Vancouver:

Sumearll J. Evaluation of Seismic Assessment Procedures for Existing Reinforced Concrete Structures Damaged in the 2016 Meinong Earthquake. [Internet] [Thesis]. University of Washington; 2019. [cited 2020 Mar 30]. Available from: http://hdl.handle.net/1773/44122.

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

Council of Science Editors:

Sumearll J. Evaluation of Seismic Assessment Procedures for Existing Reinforced Concrete Structures Damaged in the 2016 Meinong Earthquake. [Thesis]. University of Washington; 2019. Available from: http://hdl.handle.net/1773/44122

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


Indian Institute of Science

28. Kouzer, K M. Interference Effects On The Collapse Loads For Footings And Anchors Using An Upper Bound Finite Element Limit Analysis.

Degree: 2008, Indian Institute of Science

 The present thesis is an attempt to investigate the interference effects on the magnitudes of the ultimate failure loads for a group of closely spaced… (more)

Subjects/Keywords: Structural Analysis (Civil Engineering); Finite Element Analysis; Anchorage (Structural Engineering); Loads (Civil Engineering); Footings (Structural Engineering); Sandy Soils; Foundations - Bearing Capacity; Foundations (Civil Engineering)); Upper Bound Limit Analysis; Horizantal Anchors; Bearing Capacity Factor Ny; Multiple Strip Footings; Collapse Loads; Structural Engineering

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

APA (6th Edition):

Kouzer, K. M. (2008). Interference Effects On The Collapse Loads For Footings And Anchors Using An Upper Bound Finite Element Limit Analysis. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/1070

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):

Kouzer, K M. “Interference Effects On The Collapse Loads For Footings And Anchors Using An Upper Bound Finite Element Limit Analysis.” 2008. Thesis, Indian Institute of Science. Accessed March 30, 2020. http://hdl.handle.net/2005/1070.

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

MLA Handbook (7th Edition):

Kouzer, K M. “Interference Effects On The Collapse Loads For Footings And Anchors Using An Upper Bound Finite Element Limit Analysis.” 2008. Web. 30 Mar 2020.

Vancouver:

Kouzer KM. Interference Effects On The Collapse Loads For Footings And Anchors Using An Upper Bound Finite Element Limit Analysis. [Internet] [Thesis]. Indian Institute of Science; 2008. [cited 2020 Mar 30]. Available from: http://hdl.handle.net/2005/1070.

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

Council of Science Editors:

Kouzer KM. Interference Effects On The Collapse Loads For Footings And Anchors Using An Upper Bound Finite Element Limit Analysis. [Thesis]. Indian Institute of Science; 2008. Available from: http://hdl.handle.net/2005/1070

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


University of Western Australia

29. Bakhary, Norhisham. Structural condition monitoring and damage identification with artificial neural network.

Degree: PhD, 2008, University of Western Australia

 Many methods have been developed and studied to detect damage through the change of dynamic response of a structure. Due to its capability to recognize… (more)

Subjects/Keywords: Civil engineering; Computational intelligence; Computer-aided engineering; Neural networks (Computer science); Structural analysis (Engineering)

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

APA (6th Edition):

Bakhary, N. (2008). Structural condition monitoring and damage identification with artificial neural network. (Doctoral Dissertation). University of Western Australia. Retrieved from http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=6252&local_base=GEN01-INS01

Chicago Manual of Style (16th Edition):

Bakhary, Norhisham. “Structural condition monitoring and damage identification with artificial neural network.” 2008. Doctoral Dissertation, University of Western Australia. Accessed March 30, 2020. http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=6252&local_base=GEN01-INS01.

MLA Handbook (7th Edition):

Bakhary, Norhisham. “Structural condition monitoring and damage identification with artificial neural network.” 2008. Web. 30 Mar 2020.

Vancouver:

Bakhary N. Structural condition monitoring and damage identification with artificial neural network. [Internet] [Doctoral dissertation]. University of Western Australia; 2008. [cited 2020 Mar 30]. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=6252&local_base=GEN01-INS01.

Council of Science Editors:

Bakhary N. Structural condition monitoring and damage identification with artificial neural network. [Doctoral Dissertation]. University of Western Australia; 2008. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=6252&local_base=GEN01-INS01


ETH Zürich

30. Bosshard, Walter. Die statische Berechnung allgemeiner ausgesteifter Faltwerke mit Hilfe finiter Elemente vom Gleichgewichtstyp.

Degree: 1971, ETH Zürich

Subjects/Keywords: FALTWERKE (BAUSTATIK); BAUSTATISCHE BERECHNUNG (BAUSTATIK); FINITE-ELEMENTE-METHODE (NUMERISCHE MATHEMATIK); FOLDED PLATE STRUCTURES (STRUCTURAL ANALYSIS); CALCULATIONS/STRUCTURAL ANALYSIS (CIVIL ENGINEERING); FINITE ELEMENT METHOD (NUMERICAL MATHEMATICS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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

APA (6th Edition):

Bosshard, W. (1971). Die statische Berechnung allgemeiner ausgesteifter Faltwerke mit Hilfe finiter Elemente vom Gleichgewichtstyp. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/133943

Chicago Manual of Style (16th Edition):

Bosshard, Walter. “Die statische Berechnung allgemeiner ausgesteifter Faltwerke mit Hilfe finiter Elemente vom Gleichgewichtstyp.” 1971. Doctoral Dissertation, ETH Zürich. Accessed March 30, 2020. http://hdl.handle.net/20.500.11850/133943.

MLA Handbook (7th Edition):

Bosshard, Walter. “Die statische Berechnung allgemeiner ausgesteifter Faltwerke mit Hilfe finiter Elemente vom Gleichgewichtstyp.” 1971. Web. 30 Mar 2020.

Vancouver:

Bosshard W. Die statische Berechnung allgemeiner ausgesteifter Faltwerke mit Hilfe finiter Elemente vom Gleichgewichtstyp. [Internet] [Doctoral dissertation]. ETH Zürich; 1971. [cited 2020 Mar 30]. Available from: http://hdl.handle.net/20.500.11850/133943.

Council of Science Editors:

Bosshard W. Die statische Berechnung allgemeiner ausgesteifter Faltwerke mit Hilfe finiter Elemente vom Gleichgewichtstyp. [Doctoral Dissertation]. ETH Zürich; 1971. Available from: http://hdl.handle.net/20.500.11850/133943

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