Advanced search options

Advanced Search Options 🞨

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

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for subject:(STRUCTURAL SAFETY STRUCTURAL ANALYSIS ). Showing records 1 – 30 of 104260 total matches.

[1] [2] [3] [4] [5] … [3476]

Search Limiters

Last 2 Years | English Only

Degrees

Languages

Country

▼ Search Limiters


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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Karuna, K. “Structural Safety Analysis with Alternative Uncertainty Models.” 2015. Thesis, Indian Institute of Science. Accessed December 11, 2019. http://etd.iisc.ernet.in/2005/3823 ; http://etd.iisc.ernet.in/abstracts/4694/G26975-Abs.pdf.

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

MLA Handbook (7th Edition):

Karuna, K. “Structural Safety Analysis with Alternative Uncertainty Models.” 2015. Web. 11 Dec 2019.

Vancouver:

Karuna K. Structural Safety Analysis with Alternative Uncertainty Models. [Internet] [Thesis]. Indian Institute of Science; 2015. [cited 2019 Dec 11]. 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


Uppsala University

2. Zhuk, Yuliya. Structural analysis of a recent rockslide in Southern Stockholm.

Degree: Solid Earth Geology, 2014, Uppsala University

  The present Bachelor thesis is written about a rock slide which took place in the southern part of Stockholm in the early 2000s. The… (more)

Subjects/Keywords: Structural analysis

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zhuk, Y. (2014). Structural analysis of a recent rockslide in Southern Stockholm. (Thesis). Uppsala University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-232117

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):

Zhuk, Yuliya. “Structural analysis of a recent rockslide in Southern Stockholm.” 2014. Thesis, Uppsala University. Accessed December 11, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-232117.

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

MLA Handbook (7th Edition):

Zhuk, Yuliya. “Structural analysis of a recent rockslide in Southern Stockholm.” 2014. Web. 11 Dec 2019.

Vancouver:

Zhuk Y. Structural analysis of a recent rockslide in Southern Stockholm. [Internet] [Thesis]. Uppsala University; 2014. [cited 2019 Dec 11]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-232117.

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

Council of Science Editors:

Zhuk Y. Structural analysis of a recent rockslide in Southern Stockholm. [Thesis]. Uppsala University; 2014. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-232117

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


University of Missouri – Columbia

3. Karakose, Gokhan. Fortification of a transportation network against disruptions through maintenance.

Degree: 2013, University of Missouri – Columbia

 [ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT AUTHOR'S REQUEST.] In this thesis, a methodology to fortify a transportation network by allocating resources for maintenance… (more)

Subjects/Keywords: Transportation  – Safety measures  – Economic aspects; Bridge failures; Tunnels; Structural optimization; Structural failures  – Economic aspects; Failure analysis (Engineering)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Karakose, G. (2013). Fortification of a transportation network against disruptions through maintenance. (Thesis). University of Missouri – Columbia. Retrieved from http://hdl.handle.net/10355/44015

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):

Karakose, Gokhan. “Fortification of a transportation network against disruptions through maintenance.” 2013. Thesis, University of Missouri – Columbia. Accessed December 11, 2019. http://hdl.handle.net/10355/44015.

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

MLA Handbook (7th Edition):

Karakose, Gokhan. “Fortification of a transportation network against disruptions through maintenance.” 2013. Web. 11 Dec 2019.

Vancouver:

Karakose G. Fortification of a transportation network against disruptions through maintenance. [Internet] [Thesis]. University of Missouri – Columbia; 2013. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/10355/44015.

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

Council of Science Editors:

Karakose G. Fortification of a transportation network against disruptions through maintenance. [Thesis]. University of Missouri – Columbia; 2013. Available from: http://hdl.handle.net/10355/44015

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

4. Chan, Hiu Tik. Inelastic drift-based approaches for preliminary seismic assessment of buildings.

Degree: 2011, Hong Kong University of Science and Technology

 There is no provision for consideration of seismic resistance in building design codes of practice in low-to-moderate seismic regions in this world. This could cause… (more)

Subjects/Keywords: Tall buildings  – Earthquake effects  – Mathematical models; Earthquakes  – Safety measures  – Mathematical models; Structural analysis (Engineering)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Chan, H. T. (2011). Inelastic drift-based approaches for preliminary seismic assessment of buildings. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-b1146296 ; http://repository.ust.hk/ir/bitstream/1783.1-7193/1/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):

Chan, Hiu Tik. “Inelastic drift-based approaches for preliminary seismic assessment of buildings.” 2011. Thesis, Hong Kong University of Science and Technology. Accessed December 11, 2019. https://doi.org/10.14711/thesis-b1146296 ; http://repository.ust.hk/ir/bitstream/1783.1-7193/1/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):

Chan, Hiu Tik. “Inelastic drift-based approaches for preliminary seismic assessment of buildings.” 2011. Web. 11 Dec 2019.

Vancouver:

Chan HT. Inelastic drift-based approaches for preliminary seismic assessment of buildings. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2011. [cited 2019 Dec 11]. Available from: https://doi.org/10.14711/thesis-b1146296 ; http://repository.ust.hk/ir/bitstream/1783.1-7193/1/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:

Chan HT. Inelastic drift-based approaches for preliminary seismic assessment of buildings. [Thesis]. Hong Kong University of Science and Technology; 2011. Available from: https://doi.org/10.14711/thesis-b1146296 ; http://repository.ust.hk/ir/bitstream/1783.1-7193/1/th_redirect.html

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


Nelson Mandela Metropolitan University

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

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

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

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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Victor, Ngea Njoume. “Characterising the structural integrity of mechanical formed low carbon steel.” 2012. Thesis, Nelson Mandela Metropolitan University. Accessed December 11, 2019. http://hdl.handle.net/10948/d1012089.

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

MLA Handbook (7th Edition):

Victor, Ngea Njoume. “Characterising the structural integrity of mechanical formed low carbon steel.” 2012. Web. 11 Dec 2019.

Vancouver:

Victor NN. Characterising the structural integrity of mechanical formed low carbon steel. [Internet] [Thesis]. Nelson Mandela Metropolitan University; 2012. [cited 2019 Dec 11]. 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

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

Degree: 2014, Ryerson University

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

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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Akram, Muhammad. “Behaviour of composite framed shear wall system:.” 2014. Thesis, Ryerson University. Accessed December 11, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A2608.

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

MLA Handbook (7th Edition):

Akram, Muhammad. “Behaviour of composite framed shear wall system:.” 2014. Web. 11 Dec 2019.

Vancouver:

Akram M. Behaviour of composite framed shear wall system:. [Internet] [Thesis]. Ryerson University; 2014. [cited 2019 Dec 11]. 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


Ryerson University

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

Degree: 2013, Ryerson University

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

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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Pinto, Ivan L. “Life Cycle Assessment Overview And Application: Comparison Of Structural Frame Alternatives For Office Buildings.” 2013. Thesis, Ryerson University. Accessed December 11, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A2401.

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

MLA Handbook (7th Edition):

Pinto, Ivan L. “Life Cycle Assessment Overview And Application: Comparison Of Structural Frame Alternatives For Office Buildings.” 2013. Web. 11 Dec 2019.

Vancouver:

Pinto IL. Life Cycle Assessment Overview And Application: Comparison Of Structural Frame Alternatives For Office Buildings. [Internet] [Thesis]. Ryerson University; 2013. [cited 2019 Dec 11]. 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


University of Victoria

8. Sedaghati, Ramin. Investigations in structural optimization of nonlinear problems using the finite element method.

Degree: Department of Mechanical Engineering, 2018, University of Victoria

Structural optimization is an important field in engineering with a strong foundation on continuum mechanics, structural finite element analysis, computational techniques and optimization methods. Research… (more)

Subjects/Keywords: Structural optimization; Nonlinear functional analysis

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Sedaghati, R. (2018). Investigations in structural optimization of nonlinear problems using the finite element method. (Thesis). University of Victoria. Retrieved from https://dspace.library.uvic.ca//handle/1828/9120

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):

Sedaghati, Ramin. “Investigations in structural optimization of nonlinear problems using the finite element method.” 2018. Thesis, University of Victoria. Accessed December 11, 2019. https://dspace.library.uvic.ca//handle/1828/9120.

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

MLA Handbook (7th Edition):

Sedaghati, Ramin. “Investigations in structural optimization of nonlinear problems using the finite element method.” 2018. Web. 11 Dec 2019.

Vancouver:

Sedaghati R. Investigations in structural optimization of nonlinear problems using the finite element method. [Internet] [Thesis]. University of Victoria; 2018. [cited 2019 Dec 11]. Available from: https://dspace.library.uvic.ca//handle/1828/9120.

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

Council of Science Editors:

Sedaghati R. Investigations in structural optimization of nonlinear problems using the finite element method. [Thesis]. University of Victoria; 2018. Available from: https://dspace.library.uvic.ca//handle/1828/9120

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


University of Notre Dame

9. Keke Lai. Meta-Analyzing Structural Equation Models with Study-Level Moderators: Explaining the Systematic Heterogeneity Among Covariance Structures</h1>.

Degree: PhD, Psychology, 2012, University of Notre Dame

Structural equation modeling (SEM) is a useful technique in the behavioral sciences, where latent variables and measurement errors are hypothesized to exist. To investigate… (more)

Subjects/Keywords: meta-analysis; structural equation modeling

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Lai, K. (2012). Meta-Analyzing Structural Equation Models with Study-Level Moderators: Explaining the Systematic Heterogeneity Among Covariance Structures</h1>. (Doctoral Dissertation). University of Notre Dame. Retrieved from https://curate.nd.edu/show/w3763487h0h

Chicago Manual of Style (16th Edition):

Lai, Keke. “Meta-Analyzing Structural Equation Models with Study-Level Moderators: Explaining the Systematic Heterogeneity Among Covariance Structures</h1>.” 2012. Doctoral Dissertation, University of Notre Dame. Accessed December 11, 2019. https://curate.nd.edu/show/w3763487h0h.

MLA Handbook (7th Edition):

Lai, Keke. “Meta-Analyzing Structural Equation Models with Study-Level Moderators: Explaining the Systematic Heterogeneity Among Covariance Structures</h1>.” 2012. Web. 11 Dec 2019.

Vancouver:

Lai K. Meta-Analyzing Structural Equation Models with Study-Level Moderators: Explaining the Systematic Heterogeneity Among Covariance Structures</h1>. [Internet] [Doctoral dissertation]. University of Notre Dame; 2012. [cited 2019 Dec 11]. Available from: https://curate.nd.edu/show/w3763487h0h.

Council of Science Editors:

Lai K. Meta-Analyzing Structural Equation Models with Study-Level Moderators: Explaining the Systematic Heterogeneity Among Covariance Structures</h1>. [Doctoral Dissertation]. University of Notre Dame; 2012. Available from: https://curate.nd.edu/show/w3763487h0h


Rutgers University

10. Zhou, Zixiang, 1989-. Computer vision-based assessment of coastal building structures during hurricane events.

Degree: PhD, Civil and Environmental Engineering, 2018, Rutgers University

Severe hurricane events have been occurring across the United States, threatening both highly developed urban areas and distressed island communities. Assessment of building damages due to… (more)

Subjects/Keywords: Computer vision; Structural analysis (Engineering)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zhou, Zixiang, 1. (2018). Computer vision-based assessment of coastal building structures during hurricane events. (Doctoral Dissertation). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/56162/

Chicago Manual of Style (16th Edition):

Zhou, Zixiang, 1989-. “Computer vision-based assessment of coastal building structures during hurricane events.” 2018. Doctoral Dissertation, Rutgers University. Accessed December 11, 2019. https://rucore.libraries.rutgers.edu/rutgers-lib/56162/.

MLA Handbook (7th Edition):

Zhou, Zixiang, 1989-. “Computer vision-based assessment of coastal building structures during hurricane events.” 2018. Web. 11 Dec 2019.

Vancouver:

Zhou, Zixiang 1. Computer vision-based assessment of coastal building structures during hurricane events. [Internet] [Doctoral dissertation]. Rutgers University; 2018. [cited 2019 Dec 11]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/56162/.

Council of Science Editors:

Zhou, Zixiang 1. Computer vision-based assessment of coastal building structures during hurricane events. [Doctoral Dissertation]. Rutgers University; 2018. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/56162/


University of Newcastle

11. Netherton, Michael David. Probabilistic modelling of structural and safety hazard risks for monolithic glazing subject to explosive blast loads.

Degree: PhD, 2013, University of Newcastle

Research Doctorate - Doctor of Philosophy (PhD)

Explosions within urban areas can inflict great damage to building envelopes and facades, particularly glazed areas, following which,… (more)

Subjects/Keywords: probabalistic risk assessment; structural reliability; glazing; safety hazards; security risks; explosive blast load models; cost benefit analysis; probability; risk; blast; windows

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Netherton, M. D. (2013). Probabilistic modelling of structural and safety hazard risks for monolithic glazing subject to explosive blast loads. (Doctoral Dissertation). University of Newcastle. Retrieved from http://hdl.handle.net/1959.13/938509

Chicago Manual of Style (16th Edition):

Netherton, Michael David. “Probabilistic modelling of structural and safety hazard risks for monolithic glazing subject to explosive blast loads.” 2013. Doctoral Dissertation, University of Newcastle. Accessed December 11, 2019. http://hdl.handle.net/1959.13/938509.

MLA Handbook (7th Edition):

Netherton, Michael David. “Probabilistic modelling of structural and safety hazard risks for monolithic glazing subject to explosive blast loads.” 2013. Web. 11 Dec 2019.

Vancouver:

Netherton MD. Probabilistic modelling of structural and safety hazard risks for monolithic glazing subject to explosive blast loads. [Internet] [Doctoral dissertation]. University of Newcastle; 2013. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/1959.13/938509.

Council of Science Editors:

Netherton MD. Probabilistic modelling of structural and safety hazard risks for monolithic glazing subject to explosive blast loads. [Doctoral Dissertation]. University of Newcastle; 2013. Available from: http://hdl.handle.net/1959.13/938509


University of Colorado

12. Isteita, Moad. Studies of Earthquake Pounding Risk and of Above-Code Seismic Design.

Degree: PhD, 2019, University of Colorado

  This thesis tests three hypotheses: (1) Some US practice to determine the required separation distance to preclude pounding between neighboring buildings is overly conservative.… (more)

Subjects/Keywords: above-code seismic design; benefit-cost analysis; buildings collapse safety; earthquake hazard mitigation; safe structural separation; seismic pounding risk; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Isteita, M. (2019). Studies of Earthquake Pounding Risk and of Above-Code Seismic Design. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/484

Chicago Manual of Style (16th Edition):

Isteita, Moad. “Studies of Earthquake Pounding Risk and of Above-Code Seismic Design.” 2019. Doctoral Dissertation, University of Colorado. Accessed December 11, 2019. https://scholar.colorado.edu/cven_gradetds/484.

MLA Handbook (7th Edition):

Isteita, Moad. “Studies of Earthquake Pounding Risk and of Above-Code Seismic Design.” 2019. Web. 11 Dec 2019.

Vancouver:

Isteita M. Studies of Earthquake Pounding Risk and of Above-Code Seismic Design. [Internet] [Doctoral dissertation]. University of Colorado; 2019. [cited 2019 Dec 11]. Available from: https://scholar.colorado.edu/cven_gradetds/484.

Council of Science Editors:

Isteita M. Studies of Earthquake Pounding Risk and of Above-Code Seismic Design. [Doctoral Dissertation]. University of Colorado; 2019. Available from: https://scholar.colorado.edu/cven_gradetds/484


University of Alberta

13. MacPhedran, Ian James. Frame stability considering member interaction and compatibility of warping deformations.

Degree: PhD, Department of Civil and Environmental Engineering, 2009, University of Alberta

 Steel moment frames are often used in structures to provide lateral strength and stiffness to the structure. These frames are subject to failure modes including… (more)

Subjects/Keywords: structural design; structural stability; beam column; steel structures; steel frames; structural analysis; torsional warping

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

MacPhedran, I. J. (2009). Frame stability considering member interaction and compatibility of warping deformations. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/sb3979819

Chicago Manual of Style (16th Edition):

MacPhedran, Ian James. “Frame stability considering member interaction and compatibility of warping deformations.” 2009. Doctoral Dissertation, University of Alberta. Accessed December 11, 2019. https://era.library.ualberta.ca/files/sb3979819.

MLA Handbook (7th Edition):

MacPhedran, Ian James. “Frame stability considering member interaction and compatibility of warping deformations.” 2009. Web. 11 Dec 2019.

Vancouver:

MacPhedran IJ. Frame stability considering member interaction and compatibility of warping deformations. [Internet] [Doctoral dissertation]. University of Alberta; 2009. [cited 2019 Dec 11]. Available from: https://era.library.ualberta.ca/files/sb3979819.

Council of Science Editors:

MacPhedran IJ. Frame stability considering member interaction and compatibility of warping deformations. [Doctoral Dissertation]. University of Alberta; 2009. Available from: https://era.library.ualberta.ca/files/sb3979819


Ryerson University

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

Degree: 2017, Ryerson University

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

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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Pourrastegar, Azita. “Structural health monitoring of two-way slabs based on random decrement technique.” 2017. Thesis, Ryerson University. Accessed December 11, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A6631.

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

MLA Handbook (7th Edition):

Pourrastegar, Azita. “Structural health monitoring of two-way slabs based on random decrement technique.” 2017. Web. 11 Dec 2019.

Vancouver:

Pourrastegar A. Structural health monitoring of two-way slabs based on random decrement technique. [Internet] [Thesis]. Ryerson University; 2017. [cited 2019 Dec 11]. 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


Columbia University

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

Degree: 2016, Columbia University

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

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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Kontoroupi, Thaleia. “Probabilistic Identification and Prognosis of Nonlinear Dynamic Systems with applications in Structural Control and Health Monitoring.” 2016. Doctoral Dissertation, Columbia University. Accessed December 11, 2019. https://doi.org/10.7916/D8MK6CXD.

MLA Handbook (7th Edition):

Kontoroupi, Thaleia. “Probabilistic Identification and Prognosis of Nonlinear Dynamic Systems with applications in Structural Control and Health Monitoring.” 2016. Web. 11 Dec 2019.

Vancouver:

Kontoroupi T. Probabilistic Identification and Prognosis of Nonlinear Dynamic Systems with applications in Structural Control and Health Monitoring. [Internet] [Doctoral dissertation]. Columbia University; 2016. [cited 2019 Dec 11]. 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


Louisiana State University

16. Sen, Ufuk. Risk Assessment of Concrete Gravity Dams under Earthquake Loads.

Degree: MSCE, Structural Engineering, 2018, Louisiana State University

  Dams are important structures to supply water for irrigation or drinking, to control flood, and to generate electricity. In seismic regions, the structural safety(more)

Subjects/Keywords: Concrete Gravity Dams; Structural Reliability; Dam Safety; Fragility; Structural Engineering; Seismic Effects

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Sen, U. (2018). Risk Assessment of Concrete Gravity Dams under Earthquake Loads. (Masters Thesis). Louisiana State University. Retrieved from https://digitalcommons.lsu.edu/gradschool_theses/4730

Chicago Manual of Style (16th Edition):

Sen, Ufuk. “Risk Assessment of Concrete Gravity Dams under Earthquake Loads.” 2018. Masters Thesis, Louisiana State University. Accessed December 11, 2019. https://digitalcommons.lsu.edu/gradschool_theses/4730.

MLA Handbook (7th Edition):

Sen, Ufuk. “Risk Assessment of Concrete Gravity Dams under Earthquake Loads.” 2018. Web. 11 Dec 2019.

Vancouver:

Sen U. Risk Assessment of Concrete Gravity Dams under Earthquake Loads. [Internet] [Masters thesis]. Louisiana State University; 2018. [cited 2019 Dec 11]. Available from: https://digitalcommons.lsu.edu/gradschool_theses/4730.

Council of Science Editors:

Sen U. Risk Assessment of Concrete Gravity Dams under Earthquake Loads. [Masters Thesis]. Louisiana State University; 2018. Available from: https://digitalcommons.lsu.edu/gradschool_theses/4730


The Ohio State University

17. Zhang, Jiyu. Model-Based Fault Diagnosis For Automotive Functional Safety.

Degree: PhD, Mechanical Engineering, 2016, The Ohio State University

 Functional safety is an important element for future automobile development. To ensure functional safety, the automotive industry has adopted a functional safety standard - ISO26262… (more)

Subjects/Keywords: Mechanical Engineering; Electrical Engineering; Automotive Engineering; Model-based, Fault Diagnosis, Functional safety, Fault detection and isolation, Structural analysis, PMSM, Electrified vehicles, Torque functional safety, Fault tolerant control

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zhang, J. (2016). Model-Based Fault Diagnosis For Automotive Functional Safety. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1480665190516692

Chicago Manual of Style (16th Edition):

Zhang, Jiyu. “Model-Based Fault Diagnosis For Automotive Functional Safety.” 2016. Doctoral Dissertation, The Ohio State University. Accessed December 11, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=osu1480665190516692.

MLA Handbook (7th Edition):

Zhang, Jiyu. “Model-Based Fault Diagnosis For Automotive Functional Safety.” 2016. Web. 11 Dec 2019.

Vancouver:

Zhang J. Model-Based Fault Diagnosis For Automotive Functional Safety. [Internet] [Doctoral dissertation]. The Ohio State University; 2016. [cited 2019 Dec 11]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1480665190516692.

Council of Science Editors:

Zhang J. Model-Based Fault Diagnosis For Automotive Functional Safety. [Doctoral Dissertation]. The Ohio State University; 2016. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1480665190516692


University of Windsor

18. Moosa, Majed. Development of a Model for Determining Factors Affecting Safety Performance in the Saudi Arabian Construction Industry Using Structural Equation Modelling (SEM).

Degree: PhD, Industrial and Manufacturing Systems Engineering, 2018, University of Windsor

 As large-scale infrastructure investments drive rapid growth, the Saudi construction industry is among the largest in the region—and, for workers, among the most dangerous industries… (more)

Subjects/Keywords: Construction Industry; Safety Culture; Safety Performance Model; Safety System; Saudi Arabia; Structural Equation Modeling

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Moosa, M. (2018). Development of a Model for Determining Factors Affecting Safety Performance in the Saudi Arabian Construction Industry Using Structural Equation Modelling (SEM). (Doctoral Dissertation). University of Windsor. Retrieved from https://scholar.uwindsor.ca/etd/7546

Chicago Manual of Style (16th Edition):

Moosa, Majed. “Development of a Model for Determining Factors Affecting Safety Performance in the Saudi Arabian Construction Industry Using Structural Equation Modelling (SEM).” 2018. Doctoral Dissertation, University of Windsor. Accessed December 11, 2019. https://scholar.uwindsor.ca/etd/7546.

MLA Handbook (7th Edition):

Moosa, Majed. “Development of a Model for Determining Factors Affecting Safety Performance in the Saudi Arabian Construction Industry Using Structural Equation Modelling (SEM).” 2018. Web. 11 Dec 2019.

Vancouver:

Moosa M. Development of a Model for Determining Factors Affecting Safety Performance in the Saudi Arabian Construction Industry Using Structural Equation Modelling (SEM). [Internet] [Doctoral dissertation]. University of Windsor; 2018. [cited 2019 Dec 11]. Available from: https://scholar.uwindsor.ca/etd/7546.

Council of Science Editors:

Moosa M. Development of a Model for Determining Factors Affecting Safety Performance in the Saudi Arabian Construction Industry Using Structural Equation Modelling (SEM). [Doctoral Dissertation]. University of Windsor; 2018. Available from: https://scholar.uwindsor.ca/etd/7546


University of Aberdeen

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

Degree: 2008, University of Aberdeen

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

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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Warren, Alexander V R. “Empirical shear assessment of reinforced concrete bridge members.” 2008. Doctoral Dissertation, University of Aberdeen. Accessed December 11, 2019. http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?pid=25876 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.499740.

MLA Handbook (7th Edition):

Warren, Alexander V R. “Empirical shear assessment of reinforced concrete bridge members.” 2008. Web. 11 Dec 2019.

Vancouver:

Warren AVR. Empirical shear assessment of reinforced concrete bridge members. [Internet] [Doctoral dissertation]. University of Aberdeen; 2008. [cited 2019 Dec 11]. Available from: http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?pid=25876 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.499740.

Council of Science Editors:

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


University of Tasmania

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

Degree: 1975, University of Tasmania

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

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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Lam, P. “The design of structures for strength.” 1975. Thesis, University of Tasmania. Accessed December 11, 2019. https://eprints.utas.edu.au/20065/7/whole_LamPham1975.pdf.

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

MLA Handbook (7th Edition):

Lam, P. “The design of structures for strength.” 1975. Web. 11 Dec 2019.

Vancouver:

Lam P. The design of structures for strength. [Internet] [Thesis]. University of Tasmania; 1975. [cited 2019 Dec 11]. 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


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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Taormina, Antonio. “Axial Load Behaviour of Double Skin Composite Walls Subjected to Elevated Temperatures.” 2012. Thesis, Ryerson University. Accessed December 11, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A2282.

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

MLA Handbook (7th Edition):

Taormina, Antonio. “Axial Load Behaviour of Double Skin Composite Walls Subjected to Elevated Temperatures.” 2012. Web. 11 Dec 2019.

Vancouver:

Taormina A. Axial Load Behaviour of Double Skin Composite Walls Subjected to Elevated Temperatures. [Internet] [Thesis]. Ryerson University; 2012. [cited 2019 Dec 11]. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Zhong, Kaihui CIVL. “Tracking of structural modal parameters under non-stationary input using combined subspace identification.” 2018. Thesis, Hong Kong University of Science and Technology. Accessed December 11, 2019. https://doi.org/10.14711/thesis-991012632568903412 ; http://repository.ust.hk/ir/bitstream/1783.1-95723/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Zhong, Kaihui CIVL. “Tracking of structural modal parameters under non-stationary input using combined subspace identification.” 2018. Web. 11 Dec 2019.

Vancouver:

Zhong KC. Tracking of structural modal parameters under non-stationary input using combined subspace identification. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2018. [cited 2019 Dec 11]. Available from: https://doi.org/10.14711/thesis-991012632568903412 ; http://repository.ust.hk/ir/bitstream/1783.1-95723/1/th_redirect.html.

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

Council of Science Editors:

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

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


Columbia University

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

Degree: 2017, Columbia University

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

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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Olivier, Audrey. “Enhancements of online Bayesian filtering algorithms for efficient monitoring and improved uncertainty quantification in complex nonlinear dynamical systems.” 2017. Doctoral Dissertation, Columbia University. Accessed December 11, 2019. https://doi.org/10.7916/D81R72ZZ.

MLA Handbook (7th Edition):

Olivier, Audrey. “Enhancements of online Bayesian filtering algorithms for efficient monitoring and improved uncertainty quantification in complex nonlinear dynamical systems.” 2017. Web. 11 Dec 2019.

Vancouver:

Olivier A. Enhancements of online Bayesian filtering algorithms for efficient monitoring and improved uncertainty quantification in complex nonlinear dynamical systems. [Internet] [Doctoral dissertation]. Columbia University; 2017. [cited 2019 Dec 11]. Available from: https://doi.org/10.7916/D81R72ZZ.

Council of Science Editors:

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


University of Johannesburg

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

Degree: 2012, University of Johannesburg

M.Phil.

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

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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Human, Etienne. “The feasibility of vibration analysis as a mechanism of failure analysis in failure investigations and root cause analysis.” 2012. Thesis, University of Johannesburg. Accessed December 11, 2019. http://hdl.handle.net/10210/5339.

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

MLA Handbook (7th Edition):

Human, Etienne. “The feasibility of vibration analysis as a mechanism of failure analysis in failure investigations and root cause analysis.” 2012. Web. 11 Dec 2019.

Vancouver:

Human E. The feasibility of vibration analysis as a mechanism of failure analysis in failure investigations and root cause analysis. [Internet] [Thesis]. University of Johannesburg; 2012. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/10210/5339.

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

Council of Science Editors:

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

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


University of Arizona

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

Degree: 1969, University of Arizona

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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Trondsen, Torvald, 1933-. “Optimum design methods .” 1969. Masters Thesis, University of Arizona. Accessed December 11, 2019. http://hdl.handle.net/10150/318774.

MLA Handbook (7th Edition):

Trondsen, Torvald, 1933-. “Optimum design methods .” 1969. Web. 11 Dec 2019.

Vancouver:

Trondsen, Torvald 1. Optimum design methods . [Internet] [Masters thesis]. University of Arizona; 1969. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/10150/318774.

Council of Science Editors:

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


University of Arizona

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

Degree: 1965, University of Arizona

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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Green, Phillip Carl, 1940-. “Analysis of nonconservative structural systems .” 1965. Masters Thesis, University of Arizona. Accessed December 11, 2019. http://hdl.handle.net/10150/318425.

MLA Handbook (7th Edition):

Green, Phillip Carl, 1940-. “Analysis of nonconservative structural systems .” 1965. Web. 11 Dec 2019.

Vancouver:

Green, Phillip Carl 1. Analysis of nonconservative structural systems . [Internet] [Masters thesis]. University of Arizona; 1965. [cited 2019 Dec 11]. 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


Universidade Nova

27. Doloshytskyy, Yevhen. Electro-Optical/Infrared sensor turret integration on an aircraft - structural im-pact on LOCKHEED MARTIN C-130H and design methodology.

Degree: 2016, Universidade Nova

 The growing need to patrol and survey large maritime and terrestrial areas increased the need to integrate external sensors on aircraft in order to accomplish… (more)

Subjects/Keywords: EO/IR sensor; Aeronautics; Structural analysis; European Aviation Safety Agency; Finite element analysis; LOCKHEED MARTIN C-130 H; Domínio/Área Científica::Engenharia e Tecnologia::Engenharia Mecânica

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Doloshytskyy, Y. (2016). Electro-Optical/Infrared sensor turret integration on an aircraft - structural im-pact on LOCKHEED MARTIN C-130H and design methodology. (Thesis). Universidade Nova. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/16476

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):

Doloshytskyy, Yevhen. “Electro-Optical/Infrared sensor turret integration on an aircraft - structural im-pact on LOCKHEED MARTIN C-130H and design methodology.” 2016. Thesis, Universidade Nova. Accessed December 11, 2019. http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/16476.

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

MLA Handbook (7th Edition):

Doloshytskyy, Yevhen. “Electro-Optical/Infrared sensor turret integration on an aircraft - structural im-pact on LOCKHEED MARTIN C-130H and design methodology.” 2016. Web. 11 Dec 2019.

Vancouver:

Doloshytskyy Y. Electro-Optical/Infrared sensor turret integration on an aircraft - structural im-pact on LOCKHEED MARTIN C-130H and design methodology. [Internet] [Thesis]. Universidade Nova; 2016. [cited 2019 Dec 11]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/16476.

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

Council of Science Editors:

Doloshytskyy Y. Electro-Optical/Infrared sensor turret integration on an aircraft - structural im-pact on LOCKHEED MARTIN C-130H and design methodology. [Thesis]. Universidade Nova; 2016. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/16476

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


University of New South Wales

28. Yang, Chengwei. Interval elastoplastic analysis of structures.

Degree: Civil & Environmental Engineering, 2016, University of New South Wales

 This thesis proposes an extended elastoplastic analysis of nonlinear structures that consider the influences of uncertain data (i.e. material properties and forces). The uncertainties are… (more)

Subjects/Keywords: Elastoplastic analysis; Structural safety; Interval uncertainty; Elastoplasticity; Geometric nonlinearity; Nonconvex optimization; Uncertainty; Complementarity; Interval data; Holonomic; Hardening; Interval analysis; Mathematical programming; Semi-rigid connections; Steel structures

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Yang, C. (2016). Interval elastoplastic analysis of structures. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/55671 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:38407/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Yang, Chengwei. “Interval elastoplastic analysis of structures.” 2016. Doctoral Dissertation, University of New South Wales. Accessed December 11, 2019. http://handle.unsw.edu.au/1959.4/55671 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:38407/SOURCE02?view=true.

MLA Handbook (7th Edition):

Yang, Chengwei. “Interval elastoplastic analysis of structures.” 2016. Web. 11 Dec 2019.

Vancouver:

Yang C. Interval elastoplastic analysis of structures. [Internet] [Doctoral dissertation]. University of New South Wales; 2016. [cited 2019 Dec 11]. Available from: http://handle.unsw.edu.au/1959.4/55671 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:38407/SOURCE02?view=true.

Council of Science Editors:

Yang C. Interval elastoplastic analysis of structures. [Doctoral Dissertation]. University of New South Wales; 2016. Available from: http://handle.unsw.edu.au/1959.4/55671 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:38407/SOURCE02?view=true


Leiden University

29. Leest, Lonneke Adriana Everdina van. A Structural Analysis of a “Century of Wills” from Jane Austen’s Family.

Degree: 2016, Leiden University

 This study provides a structural analysis of over a 100 years of wills from Jane Austen's paternal and maternal ancestors. This study provides evidence for… (more)

Subjects/Keywords: Jane Austen; Will; Testament; Structural analysis

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Leest, L. A. E. v. (2016). A Structural Analysis of a “Century of Wills” from Jane Austen’s Family. (Masters Thesis). Leiden University. Retrieved from http://hdl.handle.net/1887/43925

Chicago Manual of Style (16th Edition):

Leest, Lonneke Adriana Everdina van. “A Structural Analysis of a “Century of Wills” from Jane Austen’s Family.” 2016. Masters Thesis, Leiden University. Accessed December 11, 2019. http://hdl.handle.net/1887/43925.

MLA Handbook (7th Edition):

Leest, Lonneke Adriana Everdina van. “A Structural Analysis of a “Century of Wills” from Jane Austen’s Family.” 2016. Web. 11 Dec 2019.

Vancouver:

Leest LAEv. A Structural Analysis of a “Century of Wills” from Jane Austen’s Family. [Internet] [Masters thesis]. Leiden University; 2016. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/1887/43925.

Council of Science Editors:

Leest LAEv. A Structural Analysis of a “Century of Wills” from Jane Austen’s Family. [Masters Thesis]. Leiden University; 2016. Available from: http://hdl.handle.net/1887/43925


Punjabi University

30. Bala, Anju. Structural change in the indian economy: an input output analysis; -.

Degree: Economics, 2013, Punjabi University

Abstract avalible

Bibliography p. 179 - 184 and Appendix p.185 - 208

Advisors/Committee Members: Inderjeet Singh.

Subjects/Keywords: Analysis; Economy; Structural

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bala, A. (2013). Structural change in the indian economy: an input output analysis; -. (Thesis). Punjabi University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/45977

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):

Bala, Anju. “Structural change in the indian economy: an input output analysis; -.” 2013. Thesis, Punjabi University. Accessed December 11, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/45977.

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

MLA Handbook (7th Edition):

Bala, Anju. “Structural change in the indian economy: an input output analysis; -.” 2013. Web. 11 Dec 2019.

Vancouver:

Bala A. Structural change in the indian economy: an input output analysis; -. [Internet] [Thesis]. Punjabi University; 2013. [cited 2019 Dec 11]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/45977.

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

Council of Science Editors:

Bala A. Structural change in the indian economy: an input output analysis; -. [Thesis]. Punjabi University; 2013. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/45977

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

[1] [2] [3] [4] [5] … [3476]

.