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You searched for subject:(abnormal accidental buckling building collapse column damage dyna dynamics element energy extreme failure finite flow frame load method progressive robustness simulation steel terrorism). Showing records 1 – 30 of 146931 total matches.

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University of Florida

1. Szyniszewski, Stefan. Progressive Collapse of Moment Resisting Steel Framed Buildings Quantitative Analysis Based Energy Approach.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2009, University of Florida

 An energy based, quantitative analysis of collapse propagation in steel framed buildings was developed in this work. Column buckling energy was proposed as a necessary… (more)

Subjects/Keywords: Buckling; Buildings; Energy; Energy absorption; Internal energy; Kinetic energy; Modeling; Simulations; Statics; Steels; abnormal, accidental, buckling, building, collapse, column, damage, dyna, dynamics, element, energy, extreme, failure, finite, flow, frame, load, method, progressive, robustness, simulation, steel, terrorism

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

APA (6th Edition):

Szyniszewski, S. (2009). Progressive Collapse of Moment Resisting Steel Framed Buildings Quantitative Analysis Based Energy Approach. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0022897

Chicago Manual of Style (16th Edition):

Szyniszewski, Stefan. “Progressive Collapse of Moment Resisting Steel Framed Buildings Quantitative Analysis Based Energy Approach.” 2009. Doctoral Dissertation, University of Florida. Accessed October 23, 2019. http://ufdc.ufl.edu/UFE0022897.

MLA Handbook (7th Edition):

Szyniszewski, Stefan. “Progressive Collapse of Moment Resisting Steel Framed Buildings Quantitative Analysis Based Energy Approach.” 2009. Web. 23 Oct 2019.

Vancouver:

Szyniszewski S. Progressive Collapse of Moment Resisting Steel Framed Buildings Quantitative Analysis Based Energy Approach. [Internet] [Doctoral dissertation]. University of Florida; 2009. [cited 2019 Oct 23]. Available from: http://ufdc.ufl.edu/UFE0022897.

Council of Science Editors:

Szyniszewski S. Progressive Collapse of Moment Resisting Steel Framed Buildings Quantitative Analysis Based Energy Approach. [Doctoral Dissertation]. University of Florida; 2009. Available from: http://ufdc.ufl.edu/UFE0022897


University of Alberta

2. Daneshvar, Hossein. One-sided Steel Shear Connections in Column Removal Scenario.

Degree: PhD, Department of Civil and Environmental Engineering, 2013, University of Alberta

 There are many design methodologies and philosophies intended to provide structural integrity or increase structural robustness, thereby making structures resistant to progressive collapse. However, there… (more)

Subjects/Keywords: column removal scenario; steel shear connections; robustness; progressive collapse; steel structures; finite element analysis

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APA (6th Edition):

Daneshvar, H. (2013). One-sided Steel Shear Connections in Column Removal Scenario. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/d791sh59q

Chicago Manual of Style (16th Edition):

Daneshvar, Hossein. “One-sided Steel Shear Connections in Column Removal Scenario.” 2013. Doctoral Dissertation, University of Alberta. Accessed October 23, 2019. https://era.library.ualberta.ca/files/d791sh59q.

MLA Handbook (7th Edition):

Daneshvar, Hossein. “One-sided Steel Shear Connections in Column Removal Scenario.” 2013. Web. 23 Oct 2019.

Vancouver:

Daneshvar H. One-sided Steel Shear Connections in Column Removal Scenario. [Internet] [Doctoral dissertation]. University of Alberta; 2013. [cited 2019 Oct 23]. Available from: https://era.library.ualberta.ca/files/d791sh59q.

Council of Science Editors:

Daneshvar H. One-sided Steel Shear Connections in Column Removal Scenario. [Doctoral Dissertation]. University of Alberta; 2013. Available from: https://era.library.ualberta.ca/files/d791sh59q


University of Illinois – Urbana-Champaign

3. Hoffman, Seth T. Behavior and performance of steel moment-framed buildings subject to dynamic column loss scenarios.

Degree: MS, 0106, 2010, University of Illinois – Urbana-Champaign

Progressive or disproportionate collapse occurs when localized structural damage leads to widespread collapse or failure of a structure. Although the loss of any structural component… (more)

Subjects/Keywords: progressive collapse; disproportionate collapse; structural robustness; dynamic column-loss; inertia effects; dynamic amplification; steel moment frames; connection demands; alternate path method

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APA (6th Edition):

Hoffman, S. T. (2010). Behavior and performance of steel moment-framed buildings subject to dynamic column loss scenarios. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/16210

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):

Hoffman, Seth T. “Behavior and performance of steel moment-framed buildings subject to dynamic column loss scenarios.” 2010. Thesis, University of Illinois – Urbana-Champaign. Accessed October 23, 2019. http://hdl.handle.net/2142/16210.

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

MLA Handbook (7th Edition):

Hoffman, Seth T. “Behavior and performance of steel moment-framed buildings subject to dynamic column loss scenarios.” 2010. Web. 23 Oct 2019.

Vancouver:

Hoffman ST. Behavior and performance of steel moment-framed buildings subject to dynamic column loss scenarios. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2010. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/2142/16210.

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

Council of Science Editors:

Hoffman ST. Behavior and performance of steel moment-framed buildings subject to dynamic column loss scenarios. [Thesis]. University of Illinois – Urbana-Champaign; 2010. Available from: http://hdl.handle.net/2142/16210

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


University of Florida

4. Wilkes, John R. An Energy Flow Approach to Progressive Collapse.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2016, University of Florida

Subjects/Keywords: blast; building; collapse; energy; flow; ls-dyna; mid-rise; progressive; steel

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APA (6th Edition):

Wilkes, J. R. (2016). An Energy Flow Approach to Progressive Collapse. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0050301

Chicago Manual of Style (16th Edition):

Wilkes, John R. “An Energy Flow Approach to Progressive Collapse.” 2016. Doctoral Dissertation, University of Florida. Accessed October 23, 2019. http://ufdc.ufl.edu/UFE0050301.

MLA Handbook (7th Edition):

Wilkes, John R. “An Energy Flow Approach to Progressive Collapse.” 2016. Web. 23 Oct 2019.

Vancouver:

Wilkes JR. An Energy Flow Approach to Progressive Collapse. [Internet] [Doctoral dissertation]. University of Florida; 2016. [cited 2019 Oct 23]. Available from: http://ufdc.ufl.edu/UFE0050301.

Council of Science Editors:

Wilkes JR. An Energy Flow Approach to Progressive Collapse. [Doctoral Dissertation]. University of Florida; 2016. Available from: http://ufdc.ufl.edu/UFE0050301


Georgia Tech

5. Xu, Guoqing. Assessment of risk of disproportionate collapse of steel building structures exposed to multiple hazards.

Degree: PhD, Civil and Environmental Engineering, 2011, Georgia Tech

 Vulnerability of buildings to disproportionate (or progressive) collapse has become an increasingly important performance issue following the collapses of the Alfred P. Murrah Federal Building(more)

Subjects/Keywords: Risk assessment; Robustness; Disporoportionate (progressive) collpase; Structural analysis (Engineering); Finite element method; Numerical analysis; Steel, Structural Testing; Steel, Structural; Steel framing (Building)

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APA (6th Edition):

Xu, G. (2011). Assessment of risk of disproportionate collapse of steel building structures exposed to multiple hazards. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/41079

Chicago Manual of Style (16th Edition):

Xu, Guoqing. “Assessment of risk of disproportionate collapse of steel building structures exposed to multiple hazards.” 2011. Doctoral Dissertation, Georgia Tech. Accessed October 23, 2019. http://hdl.handle.net/1853/41079.

MLA Handbook (7th Edition):

Xu, Guoqing. “Assessment of risk of disproportionate collapse of steel building structures exposed to multiple hazards.” 2011. Web. 23 Oct 2019.

Vancouver:

Xu G. Assessment of risk of disproportionate collapse of steel building structures exposed to multiple hazards. [Internet] [Doctoral dissertation]. Georgia Tech; 2011. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/1853/41079.

Council of Science Editors:

Xu G. Assessment of risk of disproportionate collapse of steel building structures exposed to multiple hazards. [Doctoral Dissertation]. Georgia Tech; 2011. Available from: http://hdl.handle.net/1853/41079


University of Manchester

6. Chen, Lu. Robustness in fire of steel framed structures with realistic connections.

Degree: PhD, 2013, University of Manchester

 Joints are the most critical elements in a steel framed structure. In most design guides or codes, the joints are assumed to a have higher… (more)

Subjects/Keywords: 624.1; Joint; beam; column; frame; detailed finite element method; component based method; catenary action; limiting temperature; fire resistant bolt; fire resistant steel; survivability; robustness.

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APA (6th Edition):

Chen, L. (2013). Robustness in fire of steel framed structures with realistic connections. (Doctoral Dissertation). University of Manchester. Retrieved from https://www.research.manchester.ac.uk/portal/en/theses/robustness-in-fire-of-steel-framed-structures-with-realistic-connections(fcf4d94b-56f4-42bc-b20a-e2e497d4c14a).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.568652

Chicago Manual of Style (16th Edition):

Chen, Lu. “Robustness in fire of steel framed structures with realistic connections.” 2013. Doctoral Dissertation, University of Manchester. Accessed October 23, 2019. https://www.research.manchester.ac.uk/portal/en/theses/robustness-in-fire-of-steel-framed-structures-with-realistic-connections(fcf4d94b-56f4-42bc-b20a-e2e497d4c14a).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.568652.

MLA Handbook (7th Edition):

Chen, Lu. “Robustness in fire of steel framed structures with realistic connections.” 2013. Web. 23 Oct 2019.

Vancouver:

Chen L. Robustness in fire of steel framed structures with realistic connections. [Internet] [Doctoral dissertation]. University of Manchester; 2013. [cited 2019 Oct 23]. Available from: https://www.research.manchester.ac.uk/portal/en/theses/robustness-in-fire-of-steel-framed-structures-with-realistic-connections(fcf4d94b-56f4-42bc-b20a-e2e497d4c14a).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.568652.

Council of Science Editors:

Chen L. Robustness in fire of steel framed structures with realistic connections. [Doctoral Dissertation]. University of Manchester; 2013. Available from: https://www.research.manchester.ac.uk/portal/en/theses/robustness-in-fire-of-steel-framed-structures-with-realistic-connections(fcf4d94b-56f4-42bc-b20a-e2e497d4c14a).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.568652


University of Texas – Austin

7. Hadjioannou, Michalis. Large-scale testing and numerical simulations of composite floor slabs under progressive collapse scenarios.

Degree: PhD, Civil Engineering, 2015, University of Texas – Austin

 Two full-scale composite floor slabs were tested at Ferguson Structural Engineering Laboratory at The University of Texas at Austin under two different column removal scenarios.… (more)

Subjects/Keywords: Progressive collapse; Steel structures; Composite floors; Column removal; Disproportionate collapse; Robustness; Experimental study

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

APA (6th Edition):

Hadjioannou, M. (2015). Large-scale testing and numerical simulations of composite floor slabs under progressive collapse scenarios. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/47205

Chicago Manual of Style (16th Edition):

Hadjioannou, Michalis. “Large-scale testing and numerical simulations of composite floor slabs under progressive collapse scenarios.” 2015. Doctoral Dissertation, University of Texas – Austin. Accessed October 23, 2019. http://hdl.handle.net/2152/47205.

MLA Handbook (7th Edition):

Hadjioannou, Michalis. “Large-scale testing and numerical simulations of composite floor slabs under progressive collapse scenarios.” 2015. Web. 23 Oct 2019.

Vancouver:

Hadjioannou M. Large-scale testing and numerical simulations of composite floor slabs under progressive collapse scenarios. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2015. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/2152/47205.

Council of Science Editors:

Hadjioannou M. Large-scale testing and numerical simulations of composite floor slabs under progressive collapse scenarios. [Doctoral Dissertation]. University of Texas – Austin; 2015. Available from: http://hdl.handle.net/2152/47205


University of Texas – Austin

8. Oksuz, Umit Can. Simplified modeling for assessing collapse resistance of steel gravity frames with composite floor systems.

Degree: MSin Engineering, Civil Engineering, 2014, University of Texas – Austin

Progressive collapse is a structural failure that is initiated by the failure of a primary structural member due to manmade or natural reasons and causes… (more)

Subjects/Keywords: Simplified modeling approach; Reduced modeling approach; Buildings; Connections; Disproportionate collapse; Floors; SAP2000; Finite element method; Nonlinear analysis; Progressive collapse; Steel structures

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APA (6th Edition):

Oksuz, U. C. (2014). Simplified modeling for assessing collapse resistance of steel gravity frames with composite floor systems. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/31753

Chicago Manual of Style (16th Edition):

Oksuz, Umit Can. “Simplified modeling for assessing collapse resistance of steel gravity frames with composite floor systems.” 2014. Masters Thesis, University of Texas – Austin. Accessed October 23, 2019. http://hdl.handle.net/2152/31753.

MLA Handbook (7th Edition):

Oksuz, Umit Can. “Simplified modeling for assessing collapse resistance of steel gravity frames with composite floor systems.” 2014. Web. 23 Oct 2019.

Vancouver:

Oksuz UC. Simplified modeling for assessing collapse resistance of steel gravity frames with composite floor systems. [Internet] [Masters thesis]. University of Texas – Austin; 2014. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/2152/31753.

Council of Science Editors:

Oksuz UC. Simplified modeling for assessing collapse resistance of steel gravity frames with composite floor systems. [Masters Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/31753


University of Texas – Austin

9. Hull, Lindsay A. Experimental testing of a steel gravity frame with a composite floor under interior column loss.

Degree: MSin Engineering, Civil Engineering, 2013, University of Texas – Austin

Progressive collapse research aims to characterize and quantify the behavior of different structural systems in events of extreme local damage caused by bombings to improve… (more)

Subjects/Keywords: Progressive collapse; Disproportionate collapse; Column loss; Steel gravity frame; Composite floor system

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APA (6th Edition):

Hull, L. A. (2013). Experimental testing of a steel gravity frame with a composite floor under interior column loss. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/22349

Chicago Manual of Style (16th Edition):

Hull, Lindsay A. “Experimental testing of a steel gravity frame with a composite floor under interior column loss.” 2013. Masters Thesis, University of Texas – Austin. Accessed October 23, 2019. http://hdl.handle.net/2152/22349.

MLA Handbook (7th Edition):

Hull, Lindsay A. “Experimental testing of a steel gravity frame with a composite floor under interior column loss.” 2013. Web. 23 Oct 2019.

Vancouver:

Hull LA. Experimental testing of a steel gravity frame with a composite floor under interior column loss. [Internet] [Masters thesis]. University of Texas – Austin; 2013. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/2152/22349.

Council of Science Editors:

Hull LA. Experimental testing of a steel gravity frame with a composite floor under interior column loss. [Masters Thesis]. University of Texas – Austin; 2013. Available from: http://hdl.handle.net/2152/22349


Queensland University of Technology

10. Gunalan, Shanmuganathan. Structural behaviour and design of cold-formed steel wall systems under fire conditions.

Degree: 2011, Queensland University of Technology

 In recent times, light gauge steel framed (LSF) structures, such as cold-formed steel wall systems, are increasingly used, but without a full understanding of their… (more)

Subjects/Keywords: wall, stud, gypsum plasterboard, insulation, light gauge steel frame (LSF), coldformed steel, fire tests, load ratios, load-bearing, structural behaviour, finite element analyses (FEA), compression, beam-column, temperature, furnace, fire design; lipped-channel section, local buckling and flexural buckling

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APA (6th Edition):

Gunalan, S. (2011). Structural behaviour and design of cold-formed steel wall systems under fire conditions. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/49799/

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):

Gunalan, Shanmuganathan. “Structural behaviour and design of cold-formed steel wall systems under fire conditions.” 2011. Thesis, Queensland University of Technology. Accessed October 23, 2019. https://eprints.qut.edu.au/49799/.

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

MLA Handbook (7th Edition):

Gunalan, Shanmuganathan. “Structural behaviour and design of cold-formed steel wall systems under fire conditions.” 2011. Web. 23 Oct 2019.

Vancouver:

Gunalan S. Structural behaviour and design of cold-formed steel wall systems under fire conditions. [Internet] [Thesis]. Queensland University of Technology; 2011. [cited 2019 Oct 23]. Available from: https://eprints.qut.edu.au/49799/.

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

Council of Science Editors:

Gunalan S. Structural behaviour and design of cold-formed steel wall systems under fire conditions. [Thesis]. Queensland University of Technology; 2011. Available from: https://eprints.qut.edu.au/49799/

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


University of Akron

11. Blebo, Felix C. Damage-Free Seismic-Resistant Self-Centering Friction-Damped Braced Frames with Buckling-Restrained Columns.

Degree: PhD, Civil Engineering, 2015, University of Akron

 Conventional concentrically braced frame (CBF) systems have limited drift capacity prior to brace buckling, and related damage leads to deterioration in strength and stiffness. CBFs… (more)

Subjects/Keywords: Civil Engineering; Engineering; Post-tensioned steel braced frame, self-centering; friction damping; seismic-resistant; buckling-restrained column; buckling-restrained braces; soft story failure; residual drift; damage free seismic reistant systems

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APA (6th Edition):

Blebo, F. C. (2015). Damage-Free Seismic-Resistant Self-Centering Friction-Damped Braced Frames with Buckling-Restrained Columns. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1429538820

Chicago Manual of Style (16th Edition):

Blebo, Felix C. “Damage-Free Seismic-Resistant Self-Centering Friction-Damped Braced Frames with Buckling-Restrained Columns.” 2015. Doctoral Dissertation, University of Akron. Accessed October 23, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1429538820.

MLA Handbook (7th Edition):

Blebo, Felix C. “Damage-Free Seismic-Resistant Self-Centering Friction-Damped Braced Frames with Buckling-Restrained Columns.” 2015. Web. 23 Oct 2019.

Vancouver:

Blebo FC. Damage-Free Seismic-Resistant Self-Centering Friction-Damped Braced Frames with Buckling-Restrained Columns. [Internet] [Doctoral dissertation]. University of Akron; 2015. [cited 2019 Oct 23]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1429538820.

Council of Science Editors:

Blebo FC. Damage-Free Seismic-Resistant Self-Centering Friction-Damped Braced Frames with Buckling-Restrained Columns. [Doctoral Dissertation]. University of Akron; 2015. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1429538820

12. Raebel, Christopher Herman. A Quantitative Study of Robustness Characteristics in Steel Framed Structures.

Degree: 2011, Marquette University

Robustness is a desirable property in any structural design. Robustness may be thought of as the building's inherent structural ability to resist loads other than… (more)

Subjects/Keywords: Steel; Structural  – Mechanical properties; Steel framing (Building)  – Testing; Building; Iron and steel  – Joints  – Testing; Load factor design; Engineering  – Dissertations Connection Modeling; Disproportionate Collapse; Progressive Collapse; Robustness; Steel-Framed Buildings; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Raebel, C. H. (2011). A Quantitative Study of Robustness Characteristics in Steel Framed Structures. (Thesis). Marquette University. Retrieved from https://epublications.marquette.edu/dissertations_mu/166

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):

Raebel, Christopher Herman. “A Quantitative Study of Robustness Characteristics in Steel Framed Structures.” 2011. Thesis, Marquette University. Accessed October 23, 2019. https://epublications.marquette.edu/dissertations_mu/166.

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

MLA Handbook (7th Edition):

Raebel, Christopher Herman. “A Quantitative Study of Robustness Characteristics in Steel Framed Structures.” 2011. Web. 23 Oct 2019.

Vancouver:

Raebel CH. A Quantitative Study of Robustness Characteristics in Steel Framed Structures. [Internet] [Thesis]. Marquette University; 2011. [cited 2019 Oct 23]. Available from: https://epublications.marquette.edu/dissertations_mu/166.

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

Council of Science Editors:

Raebel CH. A Quantitative Study of Robustness Characteristics in Steel Framed Structures. [Thesis]. Marquette University; 2011. Available from: https://epublications.marquette.edu/dissertations_mu/166

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


UCLA

13. YAO, Kunliang. The Mainshock-aftershock Seismic Risk Analysis of a Steel Frame Using Energy-based Damage Index.

Degree: Civil and Environmental Engineering, 2019, UCLA

 Structures are generally under the risk of earthquake events, especially in regions with high seismicity. However, rather than occur individually, the seismic events are tend… (more)

Subjects/Keywords: Civil engineering; building collapse; energy-based damage index; mainshock-aftershock; Markov process; seismic risk analysis; steel frame

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APA (6th Edition):

YAO, K. (2019). The Mainshock-aftershock Seismic Risk Analysis of a Steel Frame Using Energy-based Damage Index. (Thesis). UCLA. Retrieved from http://www.escholarship.org/uc/item/1vq3f309

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):

YAO, Kunliang. “The Mainshock-aftershock Seismic Risk Analysis of a Steel Frame Using Energy-based Damage Index.” 2019. Thesis, UCLA. Accessed October 23, 2019. http://www.escholarship.org/uc/item/1vq3f309.

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

MLA Handbook (7th Edition):

YAO, Kunliang. “The Mainshock-aftershock Seismic Risk Analysis of a Steel Frame Using Energy-based Damage Index.” 2019. Web. 23 Oct 2019.

Vancouver:

YAO K. The Mainshock-aftershock Seismic Risk Analysis of a Steel Frame Using Energy-based Damage Index. [Internet] [Thesis]. UCLA; 2019. [cited 2019 Oct 23]. Available from: http://www.escholarship.org/uc/item/1vq3f309.

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

Council of Science Editors:

YAO K. The Mainshock-aftershock Seismic Risk Analysis of a Steel Frame Using Energy-based Damage Index. [Thesis]. UCLA; 2019. Available from: http://www.escholarship.org/uc/item/1vq3f309

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


University of Plymouth

14. Cheng, Shanshan. Fire performance of cold-formed steel sections.

Degree: PhD, 2015, University of Plymouth

 Thin-walled cold-formed steel (CFS) has exhibited inherent structural and architectural advantages over other constructional materials, for example, high strength-to-weight ratio, ease of fabrication, economy in… (more)

Subjects/Keywords: 624.1; cold-formed steel sections; thin-walled structures; channel-section; fire; elevated temperatures; non-uniform temperature distributions; pre-buckling; buckling; post-buckling; failure model; ultimate capacity; local buckling; distortional buckling; lateral-torsional buckling; flexural buckling; finite strip method; finite element method; direct strength method; analytical method

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APA (6th Edition):

Cheng, S. (2015). Fire performance of cold-formed steel sections. (Doctoral Dissertation). University of Plymouth. Retrieved from http://hdl.handle.net/10026.1/3316

Chicago Manual of Style (16th Edition):

Cheng, Shanshan. “Fire performance of cold-formed steel sections.” 2015. Doctoral Dissertation, University of Plymouth. Accessed October 23, 2019. http://hdl.handle.net/10026.1/3316.

MLA Handbook (7th Edition):

Cheng, Shanshan. “Fire performance of cold-formed steel sections.” 2015. Web. 23 Oct 2019.

Vancouver:

Cheng S. Fire performance of cold-formed steel sections. [Internet] [Doctoral dissertation]. University of Plymouth; 2015. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10026.1/3316.

Council of Science Editors:

Cheng S. Fire performance of cold-formed steel sections. [Doctoral Dissertation]. University of Plymouth; 2015. Available from: http://hdl.handle.net/10026.1/3316


The Ohio State University

15. Song, Brian Inhyok. EXPERIMENTAL AND ANALYTICAL ASSESSMENT ON THE PROGRESSIVE COLLAPSE POTENTIAL OF EXISTING BUILDINGS.

Degree: MS, Civil Engineering, 2010, The Ohio State University

Progressive collapse has been of an increasing concern in the structural engineering community, especially since the collapse of the World Trade Center towers in… (more)

Subjects/Keywords: Civil Engineering; Progressive collapse; Structural failure; Existing steel building; Load redistribution; Alternate path method; 2-D and 3-D models; Linear static analysis; Nonlinear dynamic analysis; field experiments; SAP2000 analysis; DCR values

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APA (6th Edition):

Song, B. I. (2010). EXPERIMENTAL AND ANALYTICAL ASSESSMENT ON THE PROGRESSIVE COLLAPSE POTENTIAL OF EXISTING BUILDINGS. (Masters Thesis). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1281712538

Chicago Manual of Style (16th Edition):

Song, Brian Inhyok. “EXPERIMENTAL AND ANALYTICAL ASSESSMENT ON THE PROGRESSIVE COLLAPSE POTENTIAL OF EXISTING BUILDINGS.” 2010. Masters Thesis, The Ohio State University. Accessed October 23, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=osu1281712538.

MLA Handbook (7th Edition):

Song, Brian Inhyok. “EXPERIMENTAL AND ANALYTICAL ASSESSMENT ON THE PROGRESSIVE COLLAPSE POTENTIAL OF EXISTING BUILDINGS.” 2010. Web. 23 Oct 2019.

Vancouver:

Song BI. EXPERIMENTAL AND ANALYTICAL ASSESSMENT ON THE PROGRESSIVE COLLAPSE POTENTIAL OF EXISTING BUILDINGS. [Internet] [Masters thesis]. The Ohio State University; 2010. [cited 2019 Oct 23]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1281712538.

Council of Science Editors:

Song BI. EXPERIMENTAL AND ANALYTICAL ASSESSMENT ON THE PROGRESSIVE COLLAPSE POTENTIAL OF EXISTING BUILDINGS. [Masters Thesis]. The Ohio State University; 2010. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1281712538


Texas A&M University

16. Ngo, Thanh Tat. Optimal Panel Zone Participation in Steel Moment Frames.

Degree: 2014, Texas A&M University

 This work investigates the role of panel zones in the seismic response of buildings using steel moment frames. To address this debated matter requires well-developed… (more)

Subjects/Keywords: Frame Element; Local Buckling; Steel Frame Connection Model; Panel Zone Model; Steel Moment Frames; Seismic Performance; Collapse Margin Ratio

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APA (6th Edition):

Ngo, T. T. (2014). Optimal Panel Zone Participation in Steel Moment Frames. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/152471

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):

Ngo, Thanh Tat. “Optimal Panel Zone Participation in Steel Moment Frames.” 2014. Thesis, Texas A&M University. Accessed October 23, 2019. http://hdl.handle.net/1969.1/152471.

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

MLA Handbook (7th Edition):

Ngo, Thanh Tat. “Optimal Panel Zone Participation in Steel Moment Frames.” 2014. Web. 23 Oct 2019.

Vancouver:

Ngo TT. Optimal Panel Zone Participation in Steel Moment Frames. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/1969.1/152471.

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

Council of Science Editors:

Ngo TT. Optimal Panel Zone Participation in Steel Moment Frames. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/152471

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


Dalhousie University

17. Williston, Kyle Alexander. Numerical Modeling of Large-Displacement Fluid-Structure Interaction: Preliminary Study Aimed at Analysis of Heart Valve Dynamics.

Degree: MS, Department of Engineering Mathematics, 2012, Dalhousie University

 The demand for artificial heart valve replacements is increasing as a result of birth defects, ageing and disease. Collaboration between engineers, biologists and mathematicians is… (more)

Subjects/Keywords: Fluid-structure Interaction; LS-DYNA; Finite Element Method; Heart Valve Dynamics

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APA (6th Edition):

Williston, K. A. (2012). Numerical Modeling of Large-Displacement Fluid-Structure Interaction: Preliminary Study Aimed at Analysis of Heart Valve Dynamics. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/15320

Chicago Manual of Style (16th Edition):

Williston, Kyle Alexander. “Numerical Modeling of Large-Displacement Fluid-Structure Interaction: Preliminary Study Aimed at Analysis of Heart Valve Dynamics.” 2012. Masters Thesis, Dalhousie University. Accessed October 23, 2019. http://hdl.handle.net/10222/15320.

MLA Handbook (7th Edition):

Williston, Kyle Alexander. “Numerical Modeling of Large-Displacement Fluid-Structure Interaction: Preliminary Study Aimed at Analysis of Heart Valve Dynamics.” 2012. Web. 23 Oct 2019.

Vancouver:

Williston KA. Numerical Modeling of Large-Displacement Fluid-Structure Interaction: Preliminary Study Aimed at Analysis of Heart Valve Dynamics. [Internet] [Masters thesis]. Dalhousie University; 2012. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10222/15320.

Council of Science Editors:

Williston KA. Numerical Modeling of Large-Displacement Fluid-Structure Interaction: Preliminary Study Aimed at Analysis of Heart Valve Dynamics. [Masters Thesis]. Dalhousie University; 2012. Available from: http://hdl.handle.net/10222/15320


The Ohio State University

18. Noe, Norman E, III. Reliability Assessment of Alternate Path Method for Structural Steel Connections.

Degree: MS, Civil Engineering, 2019, The Ohio State University

Progressive collapse is a failure mechanism that occurs when a primary structural member fails, resulting in a propagation of failure through the adjoining structural members.… (more)

Subjects/Keywords: Civil Engineering; Alternate Path Method; Progressive Collapse; Steel Moment Frame Connections; Reliability

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APA (6th Edition):

Noe, Norman E, I. (2019). Reliability Assessment of Alternate Path Method for Structural Steel Connections. (Masters Thesis). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1546559048564245

Chicago Manual of Style (16th Edition):

Noe, Norman E, III. “Reliability Assessment of Alternate Path Method for Structural Steel Connections.” 2019. Masters Thesis, The Ohio State University. Accessed October 23, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=osu1546559048564245.

MLA Handbook (7th Edition):

Noe, Norman E, III. “Reliability Assessment of Alternate Path Method for Structural Steel Connections.” 2019. Web. 23 Oct 2019.

Vancouver:

Noe, Norman E I. Reliability Assessment of Alternate Path Method for Structural Steel Connections. [Internet] [Masters thesis]. The Ohio State University; 2019. [cited 2019 Oct 23]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1546559048564245.

Council of Science Editors:

Noe, Norman E I. Reliability Assessment of Alternate Path Method for Structural Steel Connections. [Masters Thesis]. The Ohio State University; 2019. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1546559048564245


Mississippi State University

19. Torres Alamo, Jorge Omar. Experimental evaluation of a precast concrete beam-to-column prototype design under a column removal scenario.

Degree: MS, Civil and Environmental Engineering, 2017, Mississippi State University

  Precast concrete multistory buildings are used in an attempt to optimize the available construction space and reduce costs. However, little is known about predicting… (more)

Subjects/Keywords: precast concrete connections; progressive collapse; disproportionate collapse; alternative load path method; rotational capacity; column removal scenario

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APA (6th Edition):

Torres Alamo, J. O. (2017). Experimental evaluation of a precast concrete beam-to-column prototype design under a column removal scenario. (Masters Thesis). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-03232017-161800/ ;

Chicago Manual of Style (16th Edition):

Torres Alamo, Jorge Omar. “Experimental evaluation of a precast concrete beam-to-column prototype design under a column removal scenario.” 2017. Masters Thesis, Mississippi State University. Accessed October 23, 2019. http://sun.library.msstate.edu/ETD-db/theses/available/etd-03232017-161800/ ;.

MLA Handbook (7th Edition):

Torres Alamo, Jorge Omar. “Experimental evaluation of a precast concrete beam-to-column prototype design under a column removal scenario.” 2017. Web. 23 Oct 2019.

Vancouver:

Torres Alamo JO. Experimental evaluation of a precast concrete beam-to-column prototype design under a column removal scenario. [Internet] [Masters thesis]. Mississippi State University; 2017. [cited 2019 Oct 23]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-03232017-161800/ ;.

Council of Science Editors:

Torres Alamo JO. Experimental evaluation of a precast concrete beam-to-column prototype design under a column removal scenario. [Masters Thesis]. Mississippi State University; 2017. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-03232017-161800/ ;


Penn State University

20. Lim, Joonhong. Progressive Collapse Analyses of Steel Framed Moment Resisting Structures.

Degree: PhD, Civil Engineering, 2004, Penn State University

Progressive collapse has been an important issue in building failures since the collapse of the Ronan Point apartment building in 1968. Progressive collapse is a… (more)

Subjects/Keywords: Progressive Collapse; Steel Frame; Second order inelastic analysis; Buckling

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APA (6th Edition):

Lim, J. (2004). Progressive Collapse Analyses of Steel Framed Moment Resisting Structures. (Doctoral Dissertation). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/6348

Chicago Manual of Style (16th Edition):

Lim, Joonhong. “Progressive Collapse Analyses of Steel Framed Moment Resisting Structures.” 2004. Doctoral Dissertation, Penn State University. Accessed October 23, 2019. https://etda.libraries.psu.edu/catalog/6348.

MLA Handbook (7th Edition):

Lim, Joonhong. “Progressive Collapse Analyses of Steel Framed Moment Resisting Structures.” 2004. Web. 23 Oct 2019.

Vancouver:

Lim J. Progressive Collapse Analyses of Steel Framed Moment Resisting Structures. [Internet] [Doctoral dissertation]. Penn State University; 2004. [cited 2019 Oct 23]. Available from: https://etda.libraries.psu.edu/catalog/6348.

Council of Science Editors:

Lim J. Progressive Collapse Analyses of Steel Framed Moment Resisting Structures. [Doctoral Dissertation]. Penn State University; 2004. Available from: https://etda.libraries.psu.edu/catalog/6348


University of Dayton

21. Swindeman, Michael James. A Regularized Extended Finite Element Method for Modeling the Coupled Cracking and Delamination of Composite Materials.

Degree: PhD, Mechanical Engineering, 2011, University of Dayton

  As the use of composite materials in aerospace structures continues to increase, the need to properly characterize these materials, especially in terms of damage(more)

Subjects/Keywords: Mechanical Engineering; Mechanics; Regularized Extended Finite Element Method; Progressive Damage Modeling; Discrete Damage Modeling; Cohesive Zone Model; Laminated Composite Materials; Matrix Cracks; Delamination; Failure Criteria; Failure Analysis; Structural Analysis; Composites

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APA (6th Edition):

Swindeman, M. J. (2011). A Regularized Extended Finite Element Method for Modeling the Coupled Cracking and Delamination of Composite Materials. (Doctoral Dissertation). University of Dayton. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=dayton1324605778

Chicago Manual of Style (16th Edition):

Swindeman, Michael James. “A Regularized Extended Finite Element Method for Modeling the Coupled Cracking and Delamination of Composite Materials.” 2011. Doctoral Dissertation, University of Dayton. Accessed October 23, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1324605778.

MLA Handbook (7th Edition):

Swindeman, Michael James. “A Regularized Extended Finite Element Method for Modeling the Coupled Cracking and Delamination of Composite Materials.” 2011. Web. 23 Oct 2019.

Vancouver:

Swindeman MJ. A Regularized Extended Finite Element Method for Modeling the Coupled Cracking and Delamination of Composite Materials. [Internet] [Doctoral dissertation]. University of Dayton; 2011. [cited 2019 Oct 23]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=dayton1324605778.

Council of Science Editors:

Swindeman MJ. A Regularized Extended Finite Element Method for Modeling the Coupled Cracking and Delamination of Composite Materials. [Doctoral Dissertation]. University of Dayton; 2011. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=dayton1324605778


Rice University

22. Rajan Babu, Narmadha. Mechanistic Investigation and Modeling of Asphaltene Deposition.

Degree: PhD, Engineering, 2019, Rice University

 The potential for asphaltene to get precipitated and deposited in wellbore and flowlines under changes in pressure, temperature, and composition of crude oil is a… (more)

Subjects/Keywords: Asphaltene Deposition; Wellbore Simulation; Packed Bed Column Simulation; Computation Fluid Dynamics Modeling; Finite Element Method; PC-SAFT Equation of State

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APA (6th Edition):

Rajan Babu, N. (2019). Mechanistic Investigation and Modeling of Asphaltene Deposition. (Doctoral Dissertation). Rice University. Retrieved from http://hdl.handle.net/1911/105431

Chicago Manual of Style (16th Edition):

Rajan Babu, Narmadha. “Mechanistic Investigation and Modeling of Asphaltene Deposition.” 2019. Doctoral Dissertation, Rice University. Accessed October 23, 2019. http://hdl.handle.net/1911/105431.

MLA Handbook (7th Edition):

Rajan Babu, Narmadha. “Mechanistic Investigation and Modeling of Asphaltene Deposition.” 2019. Web. 23 Oct 2019.

Vancouver:

Rajan Babu N. Mechanistic Investigation and Modeling of Asphaltene Deposition. [Internet] [Doctoral dissertation]. Rice University; 2019. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/1911/105431.

Council of Science Editors:

Rajan Babu N. Mechanistic Investigation and Modeling of Asphaltene Deposition. [Doctoral Dissertation]. Rice University; 2019. Available from: http://hdl.handle.net/1911/105431


University of Florida

23. KOH,YONG HONG. Characterizing a Reinforced Concrete Beam-Column-Slab Subassemblage Connection for Progressive Collapse Assessment.

Degree: MS, Civil Engineering - Civil and Coastal Engineering, 2011, University of Florida

Finite element (FE) codes; an advance numerical tool can be used in the fast and accurate assessment of progressive collapse of building structures. Past research… (more)

Subjects/Keywords: Beams; Compressive stress; Concrete slabs; Modeling; Parametric models; Reinforced concrete; Shear stress; Steels; Structural members; Tensile stress; ABNORMAL  – BEAM  – COLLAPSE  – COLUMN  – CONCRETE  – CONNECTION  – ELEMENT  – FAST  – FINITE  – INTERIOR  – LOADS  – PROGRESSIVE  – REINFORCED  – RUNNING  – SIMPLIFIED  – SLAB  – SUBASSEMBLAGES

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APA (6th Edition):

HONG, K. (2011). Characterizing a Reinforced Concrete Beam-Column-Slab Subassemblage Connection for Progressive Collapse Assessment. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0042946

Chicago Manual of Style (16th Edition):

HONG, KOH,YONG. “Characterizing a Reinforced Concrete Beam-Column-Slab Subassemblage Connection for Progressive Collapse Assessment.” 2011. Masters Thesis, University of Florida. Accessed October 23, 2019. http://ufdc.ufl.edu/UFE0042946.

MLA Handbook (7th Edition):

HONG, KOH,YONG. “Characterizing a Reinforced Concrete Beam-Column-Slab Subassemblage Connection for Progressive Collapse Assessment.” 2011. Web. 23 Oct 2019.

Vancouver:

HONG K. Characterizing a Reinforced Concrete Beam-Column-Slab Subassemblage Connection for Progressive Collapse Assessment. [Internet] [Masters thesis]. University of Florida; 2011. [cited 2019 Oct 23]. Available from: http://ufdc.ufl.edu/UFE0042946.

Council of Science Editors:

HONG K. Characterizing a Reinforced Concrete Beam-Column-Slab Subassemblage Connection for Progressive Collapse Assessment. [Masters Thesis]. University of Florida; 2011. Available from: http://ufdc.ufl.edu/UFE0042946


Delft University of Technology

24. Jansen, J.D. Pushover analysis of a fixed steel offshore platform - Part I: Beam-column and strut elements in the INTRA program. Part II: Piles and pile groups under extreme loads:.

Degree: 1986, Delft University of Technology

 Part I: The computer program INTRA models the collapse behavior of trusswork offshore structures with the aid of two types of elements: 'Beam-column' elements, designed… (more)

Subjects/Keywords: pushover analysis; offshore platform; steel structure; beam-column element; strut element; buckling; ultimate load; reserve strength; North Sea platform; INTRA program; MARC program; soil mechanics; foundation engineering; pile; pile group; failure; extreme load

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APA (6th Edition):

Jansen, J. D. (1986). Pushover analysis of a fixed steel offshore platform - Part I: Beam-column and strut elements in the INTRA program. Part II: Piles and pile groups under extreme loads:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:2c8f8bb1-95c5-4777-a751-5e410eeba165

Chicago Manual of Style (16th Edition):

Jansen, J D. “Pushover analysis of a fixed steel offshore platform - Part I: Beam-column and strut elements in the INTRA program. Part II: Piles and pile groups under extreme loads:.” 1986. Masters Thesis, Delft University of Technology. Accessed October 23, 2019. http://resolver.tudelft.nl/uuid:2c8f8bb1-95c5-4777-a751-5e410eeba165.

MLA Handbook (7th Edition):

Jansen, J D. “Pushover analysis of a fixed steel offshore platform - Part I: Beam-column and strut elements in the INTRA program. Part II: Piles and pile groups under extreme loads:.” 1986. Web. 23 Oct 2019.

Vancouver:

Jansen JD. Pushover analysis of a fixed steel offshore platform - Part I: Beam-column and strut elements in the INTRA program. Part II: Piles and pile groups under extreme loads:. [Internet] [Masters thesis]. Delft University of Technology; 1986. [cited 2019 Oct 23]. Available from: http://resolver.tudelft.nl/uuid:2c8f8bb1-95c5-4777-a751-5e410eeba165.

Council of Science Editors:

Jansen JD. Pushover analysis of a fixed steel offshore platform - Part I: Beam-column and strut elements in the INTRA program. Part II: Piles and pile groups under extreme loads:. [Masters Thesis]. Delft University of Technology; 1986. Available from: http://resolver.tudelft.nl/uuid:2c8f8bb1-95c5-4777-a751-5e410eeba165


Luleå University of Technology

25. Blind, Niklas. Analysis of an engine frame subjected to large imbalance loads.

Degree: 2009, Luleå University of Technology

This master thesis deals with the load carrying capability of a turbine exhaust case subjected to large imbalance loads. The event is transient dynamic… (more)

Subjects/Keywords: Technology; FEM; Finite element method; Buckling analysis; turbine; exhaust case; TEC; TRF; Abaqus; LS-DYNA; ANSYS; Teknik

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APA (6th Edition):

Blind, N. (2009). Analysis of an engine frame subjected to large imbalance loads. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-48689

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):

Blind, Niklas. “Analysis of an engine frame subjected to large imbalance loads.” 2009. Thesis, Luleå University of Technology. Accessed October 23, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-48689.

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

MLA Handbook (7th Edition):

Blind, Niklas. “Analysis of an engine frame subjected to large imbalance loads.” 2009. Web. 23 Oct 2019.

Vancouver:

Blind N. Analysis of an engine frame subjected to large imbalance loads. [Internet] [Thesis]. Luleå University of Technology; 2009. [cited 2019 Oct 23]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-48689.

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

Council of Science Editors:

Blind N. Analysis of an engine frame subjected to large imbalance loads. [Thesis]. Luleå University of Technology; 2009. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-48689

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


Purdue University

26. Frappier, Ann M. An investigation of composite failure analyses and damage evolution in finite element models.

Degree: MSE, Aeronautics and Astronautics, 2016, Purdue University

  This paper presents a composite conical structure used commonly in flight-qualification testing. This structure’s overall load-displacement behavioral response is characterized. Mixed-mode multidelamination in a… (more)

Subjects/Keywords: Applied sciences; Abaqus; Composite; Failure analyses; Finite element; Helius PFA; Progressive damage; Mechanical Engineering

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APA (6th Edition):

Frappier, A. M. (2016). An investigation of composite failure analyses and damage evolution in finite element models. (Thesis). Purdue University. Retrieved from https://docs.lib.purdue.edu/open_access_theses/847

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):

Frappier, Ann M. “An investigation of composite failure analyses and damage evolution in finite element models.” 2016. Thesis, Purdue University. Accessed October 23, 2019. https://docs.lib.purdue.edu/open_access_theses/847.

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

MLA Handbook (7th Edition):

Frappier, Ann M. “An investigation of composite failure analyses and damage evolution in finite element models.” 2016. Web. 23 Oct 2019.

Vancouver:

Frappier AM. An investigation of composite failure analyses and damage evolution in finite element models. [Internet] [Thesis]. Purdue University; 2016. [cited 2019 Oct 23]. Available from: https://docs.lib.purdue.edu/open_access_theses/847.

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

Council of Science Editors:

Frappier AM. An investigation of composite failure analyses and damage evolution in finite element models. [Thesis]. Purdue University; 2016. Available from: https://docs.lib.purdue.edu/open_access_theses/847

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


Univerzitet u Beogradu

27. Ćorić B., Stanko, 1974-. Нелинеарна анализа стабилности оквирних носача.

Degree: Građevinski fakultet, 2014, Univerzitet u Beogradu

Грађевинарство-Техничка механика и теорија конструкција / Civil engineering-Engineering mechanics and theory of structures

У овој докторској дисертацији приказана је нелинеарна анализа стабилности оквирних носача, односно… (more)

Subjects/Keywords: stability of structures; frame structures; nonlinear elasto-plastic analysis; finite element method; buckling length

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APA (6th Edition):

Ćorić B., Stanko, 1. (2014). Нелинеарна анализа стабилности оквирних носача. (Thesis). Univerzitet u Beogradu. Retrieved from https://fedorabg.bg.ac.rs/fedora/get/o:7691/bdef:Content/get

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):

Ćorić B., Stanko, 1974-. “Нелинеарна анализа стабилности оквирних носача.” 2014. Thesis, Univerzitet u Beogradu. Accessed October 23, 2019. https://fedorabg.bg.ac.rs/fedora/get/o:7691/bdef:Content/get.

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

MLA Handbook (7th Edition):

Ćorić B., Stanko, 1974-. “Нелинеарна анализа стабилности оквирних носача.” 2014. Web. 23 Oct 2019.

Vancouver:

Ćorić B., Stanko 1. Нелинеарна анализа стабилности оквирних носача. [Internet] [Thesis]. Univerzitet u Beogradu; 2014. [cited 2019 Oct 23]. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:7691/bdef:Content/get.

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

Council of Science Editors:

Ćorić B., Stanko 1. Нелинеарна анализа стабилности оквирних носача. [Thesis]. Univerzitet u Beogradu; 2014. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:7691/bdef:Content/get

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

28. Li, Honghao. Modeling, Behavior and Design of Collapse-Resistant Steel Frame Buildings.

Degree: PhD, Civil Engineering, 2013, University of Michigan

Progressive collapse is a complex process in which failure of a single component leads to collapse of a disproportionately large part of the structural system.… (more)

Subjects/Keywords: Progressive Collapse; 3-D Nonlinear Finite Element Models; Modeling Approximations; Collapse Resistance Mechanisms in Steel Frame Buildings; Tie Force Method; Dynamic Impact Factors; Civil and Environmental Engineering; Engineering

finite element analyses. Chapter 4: Approximations in Progressive Collapse Modeling. The… …occurrence of progressive collapse under extreme load events, system strength, stiffness, ductility… …progressive collapse; (3) performance-based criteria for abnormal load and load… …building; structure; concrete; steel; progressive collapse conference journal Year Figure 2 - 1… …46 Figure 2 - 9 Overall flow for consideration of progressive collapse (GSA, 2003)… 

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

APA (6th Edition):

Li, H. (2013). Modeling, Behavior and Design of Collapse-Resistant Steel Frame Buildings. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/99851

Chicago Manual of Style (16th Edition):

Li, Honghao. “Modeling, Behavior and Design of Collapse-Resistant Steel Frame Buildings.” 2013. Doctoral Dissertation, University of Michigan. Accessed October 23, 2019. http://hdl.handle.net/2027.42/99851.

MLA Handbook (7th Edition):

Li, Honghao. “Modeling, Behavior and Design of Collapse-Resistant Steel Frame Buildings.” 2013. Web. 23 Oct 2019.

Vancouver:

Li H. Modeling, Behavior and Design of Collapse-Resistant Steel Frame Buildings. [Internet] [Doctoral dissertation]. University of Michigan; 2013. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/2027.42/99851.

Council of Science Editors:

Li H. Modeling, Behavior and Design of Collapse-Resistant Steel Frame Buildings. [Doctoral Dissertation]. University of Michigan; 2013. Available from: http://hdl.handle.net/2027.42/99851


University of Missouri – Columbia

29. Fadhil, Aqeel Talib. Simplified analysis to predict the behavior of RC beams under collapse.

Degree: 2012, University of Missouri – Columbia

 The behavior of beams under progressive collapse plays an important role in resisting the collapse. This research addresses the complicated behavior of beams under collapse.… (more)

Subjects/Keywords: load-carrying capacity; column removal; progressive collapse; reinforced concrete

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

APA (6th Edition):

Fadhil, A. T. (2012). Simplified analysis to predict the behavior of RC beams under collapse. (Thesis). University of Missouri – Columbia. Retrieved from http://hdl.handle.net/10355/33137

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):

Fadhil, Aqeel Talib. “Simplified analysis to predict the behavior of RC beams under collapse.” 2012. Thesis, University of Missouri – Columbia. Accessed October 23, 2019. http://hdl.handle.net/10355/33137.

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

MLA Handbook (7th Edition):

Fadhil, Aqeel Talib. “Simplified analysis to predict the behavior of RC beams under collapse.” 2012. Web. 23 Oct 2019.

Vancouver:

Fadhil AT. Simplified analysis to predict the behavior of RC beams under collapse. [Internet] [Thesis]. University of Missouri – Columbia; 2012. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10355/33137.

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

Council of Science Editors:

Fadhil AT. Simplified analysis to predict the behavior of RC beams under collapse. [Thesis]. University of Missouri – Columbia; 2012. Available from: http://hdl.handle.net/10355/33137

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


University of Illinois – Chicago

30. Joshi, Chaitanya. 3D FEM and MBS Coupling of Railroad Dynamics with Vibration of Surrounding Building Structures.

Degree: 2016, University of Illinois – Chicago

 With the advent of faster trains and changing railway technology, ensuring passenger safety and comfort has become an important area of research in the rail… (more)

Subjects/Keywords: Finite element method; multibody dynamics; oating frame of reference; vibration analysis

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

APA (6th Edition):

Joshi, C. (2016). 3D FEM and MBS Coupling of Railroad Dynamics with Vibration of Surrounding Building Structures. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/20797

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):

Joshi, Chaitanya. “3D FEM and MBS Coupling of Railroad Dynamics with Vibration of Surrounding Building Structures.” 2016. Thesis, University of Illinois – Chicago. Accessed October 23, 2019. http://hdl.handle.net/10027/20797.

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

MLA Handbook (7th Edition):

Joshi, Chaitanya. “3D FEM and MBS Coupling of Railroad Dynamics with Vibration of Surrounding Building Structures.” 2016. Web. 23 Oct 2019.

Vancouver:

Joshi C. 3D FEM and MBS Coupling of Railroad Dynamics with Vibration of Surrounding Building Structures. [Internet] [Thesis]. University of Illinois – Chicago; 2016. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10027/20797.

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

Council of Science Editors:

Joshi C. 3D FEM and MBS Coupling of Railroad Dynamics with Vibration of Surrounding Building Structures. [Thesis]. University of Illinois – Chicago; 2016. Available from: http://hdl.handle.net/10027/20797

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

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