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You searched for subject:(Earthquake Engineering). Showing records 1 – 30 of 417 total matches.

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Ryerson University

1. Shaffu, Andrew. Comparison of analysis techniques for the seismic evaluation of an 88-storey concrete building.

Degree: 2011, Ryerson University

 This thesis presents the comparison of results for an 88-storey reinforced concrete building subjected to static and dynamic analyses. Similar to a building designed in… (more)

Subjects/Keywords: Earthquake engineering; Buildings  – Earthquake effects; Earthquake hazard analysis; Earthquake resistant design

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APA (6th Edition):

Shaffu, A. (2011). Comparison of analysis techniques for the seismic evaluation of an 88-storey concrete building. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1240

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):

Shaffu, Andrew. “Comparison of analysis techniques for the seismic evaluation of an 88-storey concrete building.” 2011. Thesis, Ryerson University. Accessed January 18, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A1240.

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

MLA Handbook (7th Edition):

Shaffu, Andrew. “Comparison of analysis techniques for the seismic evaluation of an 88-storey concrete building.” 2011. Web. 18 Jan 2020.

Vancouver:

Shaffu A. Comparison of analysis techniques for the seismic evaluation of an 88-storey concrete building. [Internet] [Thesis]. Ryerson University; 2011. [cited 2020 Jan 18]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1240.

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

Council of Science Editors:

Shaffu A. Comparison of analysis techniques for the seismic evaluation of an 88-storey concrete building. [Thesis]. Ryerson University; 2011. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1240

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

2. Todaro, Maria. Analisi numerica di muri in terra rinforzata in campo statico e dinamico.

Degree: 2016, Università degli Studi di Catania

 Nel lavoro di tesi viene valutato il comportamento in campo statico e dinamico di una determinata tipologia di opere di sostegno con pannelli di facciata… (more)

Subjects/Keywords: Area 08 - Ingegneria civile e architettura; Earth reinforced walls, FEM analysis, Earthquake

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APA (6th Edition):

Todaro, M. (2016). Analisi numerica di muri in terra rinforzata in campo statico e dinamico. (Thesis). Università degli Studi di Catania. Retrieved from http://hdl.handle.net/10761/4071

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):

Todaro, Maria. “Analisi numerica di muri in terra rinforzata in campo statico e dinamico.” 2016. Thesis, Università degli Studi di Catania. Accessed January 18, 2020. http://hdl.handle.net/10761/4071.

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

MLA Handbook (7th Edition):

Todaro, Maria. “Analisi numerica di muri in terra rinforzata in campo statico e dinamico.” 2016. Web. 18 Jan 2020.

Vancouver:

Todaro M. Analisi numerica di muri in terra rinforzata in campo statico e dinamico. [Internet] [Thesis]. Università degli Studi di Catania; 2016. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/10761/4071.

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

Council of Science Editors:

Todaro M. Analisi numerica di muri in terra rinforzata in campo statico e dinamico. [Thesis]. Università degli Studi di Catania; 2016. Available from: http://hdl.handle.net/10761/4071

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


Rutgers University

3. Kuppa, Tejaswi L., 1990-. Effect of isolators on regular bridges subjected to scaled near field and far field time histories.

Degree: MS, Civil and Environmental Engineering, 2014, Rutgers University

 Seismic isolation is an important and widely used method to protect a structure from the devastating effects of earthquake ground motions. Seismic isolation seeks to… (more)

Subjects/Keywords: Earthquake resistant design; Earthquake engineering – Research; Bridges – Earthquake effects

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APA (6th Edition):

Kuppa, Tejaswi L., 1. (2014). Effect of isolators on regular bridges subjected to scaled near field and far field time histories. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/44136/

Chicago Manual of Style (16th Edition):

Kuppa, Tejaswi L., 1990-. “Effect of isolators on regular bridges subjected to scaled near field and far field time histories.” 2014. Masters Thesis, Rutgers University. Accessed January 18, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/44136/.

MLA Handbook (7th Edition):

Kuppa, Tejaswi L., 1990-. “Effect of isolators on regular bridges subjected to scaled near field and far field time histories.” 2014. Web. 18 Jan 2020.

Vancouver:

Kuppa, Tejaswi L. 1. Effect of isolators on regular bridges subjected to scaled near field and far field time histories. [Internet] [Masters thesis]. Rutgers University; 2014. [cited 2020 Jan 18]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/44136/.

Council of Science Editors:

Kuppa, Tejaswi L. 1. Effect of isolators on regular bridges subjected to scaled near field and far field time histories. [Masters Thesis]. Rutgers University; 2014. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/44136/


University of Hong Kong

4. 閆晓荣.; Yan, Xiaorong. Soil-structure interaction under multi-directional earthquake loading.

Degree: PhD, 2012, University of Hong Kong

The dynamic interaction between the soil and the structure resting on it during earthquakes can alter the response characteristics both of the structure and the… (more)

Subjects/Keywords: Earthquake engineering.; Soil-structure interaction.

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APA (6th Edition):

閆晓荣.; Yan, X. (2012). Soil-structure interaction under multi-directional earthquake loading. (Doctoral Dissertation). University of Hong Kong. Retrieved from Yan, X. [閆晓荣]. (2012). Soil-structure interaction under multi-directional earthquake loading. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4819921 ; http://dx.doi.org/10.5353/th_b4819921 ; http://hdl.handle.net/10722/188239

Chicago Manual of Style (16th Edition):

閆晓荣.; Yan, Xiaorong. “Soil-structure interaction under multi-directional earthquake loading.” 2012. Doctoral Dissertation, University of Hong Kong. Accessed January 18, 2020. Yan, X. [閆晓荣]. (2012). Soil-structure interaction under multi-directional earthquake loading. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4819921 ; http://dx.doi.org/10.5353/th_b4819921 ; http://hdl.handle.net/10722/188239.

MLA Handbook (7th Edition):

閆晓荣.; Yan, Xiaorong. “Soil-structure interaction under multi-directional earthquake loading.” 2012. Web. 18 Jan 2020.

Vancouver:

閆晓荣.; Yan X. Soil-structure interaction under multi-directional earthquake loading. [Internet] [Doctoral dissertation]. University of Hong Kong; 2012. [cited 2020 Jan 18]. Available from: Yan, X. [閆晓荣]. (2012). Soil-structure interaction under multi-directional earthquake loading. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4819921 ; http://dx.doi.org/10.5353/th_b4819921 ; http://hdl.handle.net/10722/188239.

Council of Science Editors:

閆晓荣.; Yan X. Soil-structure interaction under multi-directional earthquake loading. [Doctoral Dissertation]. University of Hong Kong; 2012. Available from: Yan, X. [閆晓荣]. (2012). Soil-structure interaction under multi-directional earthquake loading. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4819921 ; http://dx.doi.org/10.5353/th_b4819921 ; http://hdl.handle.net/10722/188239

5. Gopalakrishnan S. Seismic hazard analysis for Coimbatore corporation using GIS.

Degree: Civil engineering, 2014, Anna University

Earthquake is a natural disaster and it occurs periodically in a few as of the world. It causes not only economical loss but also loss… (more)

Subjects/Keywords: Civil engineering; Disaster Management; Earthquake

Page 1

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APA (6th Edition):

S, G. (2014). Seismic hazard analysis for Coimbatore corporation using GIS. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/15803

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):

S, Gopalakrishnan. “Seismic hazard analysis for Coimbatore corporation using GIS.” 2014. Thesis, Anna University. Accessed January 18, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/15803.

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

MLA Handbook (7th Edition):

S, Gopalakrishnan. “Seismic hazard analysis for Coimbatore corporation using GIS.” 2014. Web. 18 Jan 2020.

Vancouver:

S G. Seismic hazard analysis for Coimbatore corporation using GIS. [Internet] [Thesis]. Anna University; 2014. [cited 2020 Jan 18]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/15803.

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

Council of Science Editors:

S G. Seismic hazard analysis for Coimbatore corporation using GIS. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/15803

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


Montana State University

6. Kappes, Lenci Robert. Performance and design of steel pipe pile to concrete cap connections subject to seismic or high transverse loading.

Degree: College of Engineering, 2016, Montana State University

 This research investigated the seismic behavior of the connection between concrete-filled steel tube (CFT) piles and concrete pile caps. This connection is an important component… (more)

Subjects/Keywords: Concrete construction.; Foundations.; Earthquake engineering.

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APA (6th Edition):

Kappes, L. R. (2016). Performance and design of steel pipe pile to concrete cap connections subject to seismic or high transverse loading. (Thesis). Montana State University. Retrieved from https://scholarworks.montana.edu/xmlui/handle/1/14321

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):

Kappes, Lenci Robert. “Performance and design of steel pipe pile to concrete cap connections subject to seismic or high transverse loading.” 2016. Thesis, Montana State University. Accessed January 18, 2020. https://scholarworks.montana.edu/xmlui/handle/1/14321.

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

MLA Handbook (7th Edition):

Kappes, Lenci Robert. “Performance and design of steel pipe pile to concrete cap connections subject to seismic or high transverse loading.” 2016. Web. 18 Jan 2020.

Vancouver:

Kappes LR. Performance and design of steel pipe pile to concrete cap connections subject to seismic or high transverse loading. [Internet] [Thesis]. Montana State University; 2016. [cited 2020 Jan 18]. Available from: https://scholarworks.montana.edu/xmlui/handle/1/14321.

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

Council of Science Editors:

Kappes LR. Performance and design of steel pipe pile to concrete cap connections subject to seismic or high transverse loading. [Thesis]. Montana State University; 2016. Available from: https://scholarworks.montana.edu/xmlui/handle/1/14321

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


University of British Columbia

7. McKevitt, William Edward. An energy method for the analysis of structures subjected to earthquakes .

Degree: 1980, University of British Columbia

 Work toward developing a simple method for the aseismic design of structures considering energy dissipation as the prime design parameter is reported. Viscous damping is… (more)

Subjects/Keywords: Earthquake engineering

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APA (6th Edition):

McKevitt, W. E. (1980). An energy method for the analysis of structures subjected to earthquakes . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/22582

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):

McKevitt, William Edward. “An energy method for the analysis of structures subjected to earthquakes .” 1980. Thesis, University of British Columbia. Accessed January 18, 2020. http://hdl.handle.net/2429/22582.

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

MLA Handbook (7th Edition):

McKevitt, William Edward. “An energy method for the analysis of structures subjected to earthquakes .” 1980. Web. 18 Jan 2020.

Vancouver:

McKevitt WE. An energy method for the analysis of structures subjected to earthquakes . [Internet] [Thesis]. University of British Columbia; 1980. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/2429/22582.

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

Council of Science Editors:

McKevitt WE. An energy method for the analysis of structures subjected to earthquakes . [Thesis]. University of British Columbia; 1980. Available from: http://hdl.handle.net/2429/22582

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


Drexel University

8. Strenk, Patrick Murphy. Evaluation of analytical procedures for estimating seismically induced permanent deformations in slopes.

Degree: 2010, Drexel University

Practitioners and researchers have an array of deformation-based methods from which to choose when assessing the seismic stability of earth structures. However, with this variety… (more)

Subjects/Keywords: Civil engineering; Landslides; Earthquake damage

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APA (6th Edition):

Strenk, P. M. (2010). Evaluation of analytical procedures for estimating seismically induced permanent deformations in slopes. (Thesis). Drexel University. Retrieved from http://hdl.handle.net/1860/3324

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):

Strenk, Patrick Murphy. “Evaluation of analytical procedures for estimating seismically induced permanent deformations in slopes.” 2010. Thesis, Drexel University. Accessed January 18, 2020. http://hdl.handle.net/1860/3324.

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

MLA Handbook (7th Edition):

Strenk, Patrick Murphy. “Evaluation of analytical procedures for estimating seismically induced permanent deformations in slopes.” 2010. Web. 18 Jan 2020.

Vancouver:

Strenk PM. Evaluation of analytical procedures for estimating seismically induced permanent deformations in slopes. [Internet] [Thesis]. Drexel University; 2010. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/1860/3324.

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

Council of Science Editors:

Strenk PM. Evaluation of analytical procedures for estimating seismically induced permanent deformations in slopes. [Thesis]. Drexel University; 2010. Available from: http://hdl.handle.net/1860/3324

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


ETH Zürich

9. Bodenmann, Lukas. Application and Comparison of Financial Risk Measures in Earthquake Engineering.

Degree: 2017, ETH Zürich

 The devastating effects of earthquakes in terms of casualties and monetary losses on individuals, companies and on the whole society highlight the need for effective… (more)

Subjects/Keywords: Earthquake Engineering; Risk Measures

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APA (6th Edition):

Bodenmann, L. (2017). Application and Comparison of Financial Risk Measures in Earthquake Engineering. (Thesis). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/291403

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):

Bodenmann, Lukas. “Application and Comparison of Financial Risk Measures in Earthquake Engineering.” 2017. Thesis, ETH Zürich. Accessed January 18, 2020. http://hdl.handle.net/20.500.11850/291403.

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

MLA Handbook (7th Edition):

Bodenmann, Lukas. “Application and Comparison of Financial Risk Measures in Earthquake Engineering.” 2017. Web. 18 Jan 2020.

Vancouver:

Bodenmann L. Application and Comparison of Financial Risk Measures in Earthquake Engineering. [Internet] [Thesis]. ETH Zürich; 2017. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/20.500.11850/291403.

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

Council of Science Editors:

Bodenmann L. Application and Comparison of Financial Risk Measures in Earthquake Engineering. [Thesis]. ETH Zürich; 2017. Available from: http://hdl.handle.net/20.500.11850/291403

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

10. Van Wijnbergen, E.C. Earthquake engineering: balancing conflicting objectives:.

Degree: 2015, Delft University of Technology

 In 2012 an earthquake measuring 3.6 on the scale of Richter struck the village of Huizinge; this quake was the heaviest so far recorded in… (more)

Subjects/Keywords: earthquake engineering; preslam; architectural design

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APA (6th Edition):

Van Wijnbergen, E. C. (2015). Earthquake engineering: balancing conflicting objectives:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:fa49f92c-9cd8-468a-ba25-6d08166273a5

Chicago Manual of Style (16th Edition):

Van Wijnbergen, E C. “Earthquake engineering: balancing conflicting objectives:.” 2015. Masters Thesis, Delft University of Technology. Accessed January 18, 2020. http://resolver.tudelft.nl/uuid:fa49f92c-9cd8-468a-ba25-6d08166273a5.

MLA Handbook (7th Edition):

Van Wijnbergen, E C. “Earthquake engineering: balancing conflicting objectives:.” 2015. Web. 18 Jan 2020.

Vancouver:

Van Wijnbergen EC. Earthquake engineering: balancing conflicting objectives:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2020 Jan 18]. Available from: http://resolver.tudelft.nl/uuid:fa49f92c-9cd8-468a-ba25-6d08166273a5.

Council of Science Editors:

Van Wijnbergen EC. Earthquake engineering: balancing conflicting objectives:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:fa49f92c-9cd8-468a-ba25-6d08166273a5


University of Wisconsin – Milwaukee

11. Hui, Yuchen. Seismic Tensile Force on Steel Girder-Concrete Wall Connections in High-Rise Composite Building Structures.

Degree: MS, Engineering, 2018, University of Wisconsin – Milwaukee

  Composite steel frame – reinforced concrete (RC) core wall structures are often used in high-rise buildings. It is commonly assumed that reinforced concrete walls… (more)

Subjects/Keywords: composite; connection; earthquake; Civil Engineering

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APA (6th Edition):

Hui, Y. (2018). Seismic Tensile Force on Steel Girder-Concrete Wall Connections in High-Rise Composite Building Structures. (Thesis). University of Wisconsin – Milwaukee. Retrieved from https://dc.uwm.edu/etd/1831

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):

Hui, Yuchen. “Seismic Tensile Force on Steel Girder-Concrete Wall Connections in High-Rise Composite Building Structures.” 2018. Thesis, University of Wisconsin – Milwaukee. Accessed January 18, 2020. https://dc.uwm.edu/etd/1831.

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

MLA Handbook (7th Edition):

Hui, Yuchen. “Seismic Tensile Force on Steel Girder-Concrete Wall Connections in High-Rise Composite Building Structures.” 2018. Web. 18 Jan 2020.

Vancouver:

Hui Y. Seismic Tensile Force on Steel Girder-Concrete Wall Connections in High-Rise Composite Building Structures. [Internet] [Thesis]. University of Wisconsin – Milwaukee; 2018. [cited 2020 Jan 18]. Available from: https://dc.uwm.edu/etd/1831.

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

Council of Science Editors:

Hui Y. Seismic Tensile Force on Steel Girder-Concrete Wall Connections in High-Rise Composite Building Structures. [Thesis]. University of Wisconsin – Milwaukee; 2018. Available from: https://dc.uwm.edu/etd/1831

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


Georgia Tech

12. Hur, Jieun. Seismic performance evaluation of switchboard cabinets using nonlinear numerical models.

Degree: PhD, Civil and Environmental Engineering, 2012, Georgia Tech

 Past earthquake events have shown that seismic damage to electrical power systems in commercial buildings, hospitals, and other systems such as public service facilities can… (more)

Subjects/Keywords: Seismic performance; Dynamic analysis; Nonlinear; Electrical equipment; Structural engineering; Probability; Earthquake hazard analysis; Earthquake engineering; Earthquake engineering Research; Earthquake resistant design

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APA (6th Edition):

Hur, J. (2012). Seismic performance evaluation of switchboard cabinets using nonlinear numerical models. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/45813

Chicago Manual of Style (16th Edition):

Hur, Jieun. “Seismic performance evaluation of switchboard cabinets using nonlinear numerical models.” 2012. Doctoral Dissertation, Georgia Tech. Accessed January 18, 2020. http://hdl.handle.net/1853/45813.

MLA Handbook (7th Edition):

Hur, Jieun. “Seismic performance evaluation of switchboard cabinets using nonlinear numerical models.” 2012. Web. 18 Jan 2020.

Vancouver:

Hur J. Seismic performance evaluation of switchboard cabinets using nonlinear numerical models. [Internet] [Doctoral dissertation]. Georgia Tech; 2012. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/1853/45813.

Council of Science Editors:

Hur J. Seismic performance evaluation of switchboard cabinets using nonlinear numerical models. [Doctoral Dissertation]. Georgia Tech; 2012. Available from: http://hdl.handle.net/1853/45813

13. Rayamajhi, Deepak. Shear reinforcement effects of discrete columns in liquefiable soils.

Degree: PhD, Civil Engineering, 2014, Oregon State University

 Discrete columns, such as stone and soil-cement columns, are often used to improve the liquefaction resistance of loose sandy ground. In particular, stone columns are… (more)

Subjects/Keywords: Earthquake engineering; Earthquake engineering

…partial funding from Pacific Earthquake Engineering Research (PEER). Their supports… …earthquake input motions (for Ar = 20% and Gr = 10): (a) Rrd versus depth… …39 Figure 2.9: Plots of average Tr from 10 sets of earthquake input motion analysis… …tension versus Ar from 10 sets of earthquake input motion analysis: (a) at 1 m depth… …42 Figure 2.12: Plots of γr from 10 sets of earthquake input motion analysis versus depth… 

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APA (6th Edition):

Rayamajhi, D. (2014). Shear reinforcement effects of discrete columns in liquefiable soils. (Doctoral Dissertation). Oregon State University. Retrieved from http://hdl.handle.net/1957/49986

Chicago Manual of Style (16th Edition):

Rayamajhi, Deepak. “Shear reinforcement effects of discrete columns in liquefiable soils.” 2014. Doctoral Dissertation, Oregon State University. Accessed January 18, 2020. http://hdl.handle.net/1957/49986.

MLA Handbook (7th Edition):

Rayamajhi, Deepak. “Shear reinforcement effects of discrete columns in liquefiable soils.” 2014. Web. 18 Jan 2020.

Vancouver:

Rayamajhi D. Shear reinforcement effects of discrete columns in liquefiable soils. [Internet] [Doctoral dissertation]. Oregon State University; 2014. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/1957/49986.

Council of Science Editors:

Rayamajhi D. Shear reinforcement effects of discrete columns in liquefiable soils. [Doctoral Dissertation]. Oregon State University; 2014. Available from: http://hdl.handle.net/1957/49986


Columbia University

14. Vlachos, Christos. Stochastic Characterization and Simulation of Ground Motions based on Earthquake Scenarios.

Degree: 2016, Columbia University

 A novel stochastic earthquake ground motion model is formulated in association with physically interpretable parameters that are capable of efficiently characterizing the complex evolutionary nature… (more)

Subjects/Keywords: Buildings – Earthquake effects; Stochastic models; Civil engineering; Earthquake engineering

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APA (6th Edition):

Vlachos, C. (2016). Stochastic Characterization and Simulation of Ground Motions based on Earthquake Scenarios. (Doctoral Dissertation). Columbia University. Retrieved from https://doi.org/10.7916/D8RB74TC

Chicago Manual of Style (16th Edition):

Vlachos, Christos. “Stochastic Characterization and Simulation of Ground Motions based on Earthquake Scenarios.” 2016. Doctoral Dissertation, Columbia University. Accessed January 18, 2020. https://doi.org/10.7916/D8RB74TC.

MLA Handbook (7th Edition):

Vlachos, Christos. “Stochastic Characterization and Simulation of Ground Motions based on Earthquake Scenarios.” 2016. Web. 18 Jan 2020.

Vancouver:

Vlachos C. Stochastic Characterization and Simulation of Ground Motions based on Earthquake Scenarios. [Internet] [Doctoral dissertation]. Columbia University; 2016. [cited 2020 Jan 18]. Available from: https://doi.org/10.7916/D8RB74TC.

Council of Science Editors:

Vlachos C. Stochastic Characterization and Simulation of Ground Motions based on Earthquake Scenarios. [Doctoral Dissertation]. Columbia University; 2016. Available from: https://doi.org/10.7916/D8RB74TC


University of Missouri – Columbia

15. Stinger, Stephen Martin. Evaluation of alternative resistance mechanisms for progressive collapse.

Degree: 2011, University of Missouri – Columbia

 The purpose of this research is to better understand the collapse resistance mechanisms of reinforced concrete buildings. Currently, resisting progressive collapse is generally outside the… (more)

Subjects/Keywords: Buildings, Reinforced concrete; Building failures; Buildings  – Earthquake effects; Structural frames  – Earthquake effects; Earthquake engineering

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APA (6th Edition):

Stinger, S. M. (2011). Evaluation of alternative resistance mechanisms for progressive collapse. (Thesis). University of Missouri – Columbia. Retrieved from http://hdl.handle.net/10355/11514

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):

Stinger, Stephen Martin. “Evaluation of alternative resistance mechanisms for progressive collapse.” 2011. Thesis, University of Missouri – Columbia. Accessed January 18, 2020. http://hdl.handle.net/10355/11514.

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

MLA Handbook (7th Edition):

Stinger, Stephen Martin. “Evaluation of alternative resistance mechanisms for progressive collapse.” 2011. Web. 18 Jan 2020.

Vancouver:

Stinger SM. Evaluation of alternative resistance mechanisms for progressive collapse. [Internet] [Thesis]. University of Missouri – Columbia; 2011. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/10355/11514.

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

Council of Science Editors:

Stinger SM. Evaluation of alternative resistance mechanisms for progressive collapse. [Thesis]. University of Missouri – Columbia; 2011. Available from: http://hdl.handle.net/10355/11514

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

16. Liu, Yang CIVL. Spectrum-based pushover analysis for predicting seismic demands of tall buildings.

Degree: 2018, Hong Kong University of Science and Technology

 Quick and accurate prediction of seismic demand of tall buildings is one of the toughest tasks for engineers in civil industry. Nonlinear response time history… (more)

Subjects/Keywords: Tall buildings ; Earthquake effects ; Risk assessment ; Mathematical models ; Structural dynamics ; Earthquake hazard analysis ; Earthquake engineering

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

APA (6th Edition):

Liu, Y. C. (2018). Spectrum-based pushover analysis for predicting seismic demands of tall buildings. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-95722 ; https://doi.org/10.14711/thesis-991012632668603412 ; http://repository.ust.hk/ir/bitstream/1783.1-95722/1/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):

Liu, Yang CIVL. “Spectrum-based pushover analysis for predicting seismic demands of tall buildings.” 2018. Thesis, Hong Kong University of Science and Technology. Accessed January 18, 2020. http://repository.ust.hk/ir/Record/1783.1-95722 ; https://doi.org/10.14711/thesis-991012632668603412 ; http://repository.ust.hk/ir/bitstream/1783.1-95722/1/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):

Liu, Yang CIVL. “Spectrum-based pushover analysis for predicting seismic demands of tall buildings.” 2018. Web. 18 Jan 2020.

Vancouver:

Liu YC. Spectrum-based pushover analysis for predicting seismic demands of tall buildings. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2018. [cited 2020 Jan 18]. Available from: http://repository.ust.hk/ir/Record/1783.1-95722 ; https://doi.org/10.14711/thesis-991012632668603412 ; http://repository.ust.hk/ir/bitstream/1783.1-95722/1/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:

Liu YC. Spectrum-based pushover analysis for predicting seismic demands of tall buildings. [Thesis]. Hong Kong University of Science and Technology; 2018. Available from: http://repository.ust.hk/ir/Record/1783.1-95722 ; https://doi.org/10.14711/thesis-991012632668603412 ; http://repository.ust.hk/ir/bitstream/1783.1-95722/1/th_redirect.html

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


UCLA

17. Zirakian, Tadeh. Seismic Performance and Design of Steel Plate Shear Walls with Low Yield Point Steel Infill Plates.

Degree: Civil Engineering, 2013, UCLA

 Steel plate shear walls (SPSWs) have been frequently used as the primary or part of the primary lateral force-resisting system in design of low-, medium-,… (more)

Subjects/Keywords: Civil engineering; Earthquake Engineering; Structural Engineering

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APA (6th Edition):

Zirakian, T. (2013). Seismic Performance and Design of Steel Plate Shear Walls with Low Yield Point Steel Infill Plates. (Thesis). UCLA. Retrieved from http://www.escholarship.org/uc/item/697856gp

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):

Zirakian, Tadeh. “Seismic Performance and Design of Steel Plate Shear Walls with Low Yield Point Steel Infill Plates.” 2013. Thesis, UCLA. Accessed January 18, 2020. http://www.escholarship.org/uc/item/697856gp.

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

MLA Handbook (7th Edition):

Zirakian, Tadeh. “Seismic Performance and Design of Steel Plate Shear Walls with Low Yield Point Steel Infill Plates.” 2013. Web. 18 Jan 2020.

Vancouver:

Zirakian T. Seismic Performance and Design of Steel Plate Shear Walls with Low Yield Point Steel Infill Plates. [Internet] [Thesis]. UCLA; 2013. [cited 2020 Jan 18]. Available from: http://www.escholarship.org/uc/item/697856gp.

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

Council of Science Editors:

Zirakian T. Seismic Performance and Design of Steel Plate Shear Walls with Low Yield Point Steel Infill Plates. [Thesis]. UCLA; 2013. Available from: http://www.escholarship.org/uc/item/697856gp

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

18. He, Shuanglin. Wenchuan earthquake fatality distribution and vulnerability analysis.

Degree: 2016, Hong Kong University of Science and Technology

 The 5.12 Wenchuan earthquake occurred in Sichuan Province on 12 May 2008 caused great losses to both human lives and economics. This research comprehensively and… (more)

Subjects/Keywords: Earthquake hazard analysis ; Earthquake damage ; China ; Wenchuan Xian (Sichuan Sheng) ; Earthquake engineering ; Wenchuan Xian (Sichuan Sheng, China) ; Wenchuan Earthquake, China, 2008

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

APA (6th Edition):

He, S. (2016). Wenchuan earthquake fatality distribution and vulnerability analysis. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-80434 ; https://doi.org/10.14711/thesis-b1583862 ; http://repository.ust.hk/ir/bitstream/1783.1-80434/1/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):

He, Shuanglin. “Wenchuan earthquake fatality distribution and vulnerability analysis.” 2016. Thesis, Hong Kong University of Science and Technology. Accessed January 18, 2020. http://repository.ust.hk/ir/Record/1783.1-80434 ; https://doi.org/10.14711/thesis-b1583862 ; http://repository.ust.hk/ir/bitstream/1783.1-80434/1/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):

He, Shuanglin. “Wenchuan earthquake fatality distribution and vulnerability analysis.” 2016. Web. 18 Jan 2020.

Vancouver:

He S. Wenchuan earthquake fatality distribution and vulnerability analysis. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2016. [cited 2020 Jan 18]. Available from: http://repository.ust.hk/ir/Record/1783.1-80434 ; https://doi.org/10.14711/thesis-b1583862 ; http://repository.ust.hk/ir/bitstream/1783.1-80434/1/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:

He S. Wenchuan earthquake fatality distribution and vulnerability analysis. [Thesis]. Hong Kong University of Science and Technology; 2016. Available from: http://repository.ust.hk/ir/Record/1783.1-80434 ; https://doi.org/10.14711/thesis-b1583862 ; http://repository.ust.hk/ir/bitstream/1783.1-80434/1/th_redirect.html

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


Rice University

19. Luo, Yuanhui. Evaluation, Modeling, and Retrofit of Flat-Slab Buildings subjected to Seismic Loading.

Degree: PhD, Engineering, 1995, Rice University

 Flat-slab buildings designed and detailed for gravity loads only typically do not have the ability to resist moderate earthquakes without experiencing severe damage. The damage… (more)

Subjects/Keywords: Earthquake engineering; Buildings  – Earthquake effects

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

APA (6th Edition):

Luo, Y. (1995). Evaluation, Modeling, and Retrofit of Flat-Slab Buildings subjected to Seismic Loading. (Doctoral Dissertation). Rice University. Retrieved from http://hdl.handle.net/1911/20477

Chicago Manual of Style (16th Edition):

Luo, Yuanhui. “Evaluation, Modeling, and Retrofit of Flat-Slab Buildings subjected to Seismic Loading.” 1995. Doctoral Dissertation, Rice University. Accessed January 18, 2020. http://hdl.handle.net/1911/20477.

MLA Handbook (7th Edition):

Luo, Yuanhui. “Evaluation, Modeling, and Retrofit of Flat-Slab Buildings subjected to Seismic Loading.” 1995. Web. 18 Jan 2020.

Vancouver:

Luo Y. Evaluation, Modeling, and Retrofit of Flat-Slab Buildings subjected to Seismic Loading. [Internet] [Doctoral dissertation]. Rice University; 1995. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/1911/20477.

Council of Science Editors:

Luo Y. Evaluation, Modeling, and Retrofit of Flat-Slab Buildings subjected to Seismic Loading. [Doctoral Dissertation]. Rice University; 1995. Available from: http://hdl.handle.net/1911/20477


Portland State University

20. McCormack, Thomas C. A Methodology for Regional Seismic Damage Assessment and Retrofit Planning for Existing Buildings.

Degree: PhD, Systems Science, 1996, Portland State University

  Recent geologic research has shown that earthquakes more destructive than formerly expected are likely to occur in the Pacific Northwest. To mitigate catastrophic loss,… (more)

Subjects/Keywords: Earthquake engineering; Buildings  – Earthquake effects

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APA (6th Edition):

McCormack, T. C. (1996). A Methodology for Regional Seismic Damage Assessment and Retrofit Planning for Existing Buildings. (Doctoral Dissertation). Portland State University. Retrieved from https://pdxscholar.library.pdx.edu/open_access_etds/1239

Chicago Manual of Style (16th Edition):

McCormack, Thomas C. “A Methodology for Regional Seismic Damage Assessment and Retrofit Planning for Existing Buildings.” 1996. Doctoral Dissertation, Portland State University. Accessed January 18, 2020. https://pdxscholar.library.pdx.edu/open_access_etds/1239.

MLA Handbook (7th Edition):

McCormack, Thomas C. “A Methodology for Regional Seismic Damage Assessment and Retrofit Planning for Existing Buildings.” 1996. Web. 18 Jan 2020.

Vancouver:

McCormack TC. A Methodology for Regional Seismic Damage Assessment and Retrofit Planning for Existing Buildings. [Internet] [Doctoral dissertation]. Portland State University; 1996. [cited 2020 Jan 18]. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/1239.

Council of Science Editors:

McCormack TC. A Methodology for Regional Seismic Damage Assessment and Retrofit Planning for Existing Buildings. [Doctoral Dissertation]. Portland State University; 1996. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/1239


Montana State University

21. Markellis, Constantine A. Research on earthquake resistant structures.

Degree: College of Engineering, 1949, Montana State University

Subjects/Keywords: Buildings Earthquake effects.; Earthquake engineering.

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APA (6th Edition):

Markellis, C. A. (1949). Research on earthquake resistant structures. (Thesis). Montana State University. Retrieved from https://scholarworks.montana.edu/xmlui/handle/1/5735

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):

Markellis, Constantine A. “Research on earthquake resistant structures.” 1949. Thesis, Montana State University. Accessed January 18, 2020. https://scholarworks.montana.edu/xmlui/handle/1/5735.

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

MLA Handbook (7th Edition):

Markellis, Constantine A. “Research on earthquake resistant structures.” 1949. Web. 18 Jan 2020.

Vancouver:

Markellis CA. Research on earthquake resistant structures. [Internet] [Thesis]. Montana State University; 1949. [cited 2020 Jan 18]. Available from: https://scholarworks.montana.edu/xmlui/handle/1/5735.

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

Council of Science Editors:

Markellis CA. Research on earthquake resistant structures. [Thesis]. Montana State University; 1949. Available from: https://scholarworks.montana.edu/xmlui/handle/1/5735

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


University of Technology, Sydney

22. Xu, Ruoshi. Novel application of geosynthetics in seismic protection of buildings considering soil-foundation-structure interaction.

Degree: 2018, University of Technology, Sydney

 The structural, geotechnical and earthquake engineering designs under earthquakes are gradually moving from strength-based seismic design to performance-based seismic design (PBSD). Indeed, seismic design of… (more)

Subjects/Keywords: Earthquake.; Soil-foundation-structure interaction.; Soil plasticity.; Earthquake engineering.; Geosynthetics.

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APA (6th Edition):

Xu, R. (2018). Novel application of geosynthetics in seismic protection of buildings considering soil-foundation-structure interaction. (Thesis). University of Technology, Sydney. Retrieved from http://hdl.handle.net/10453/128018

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):

Xu, Ruoshi. “Novel application of geosynthetics in seismic protection of buildings considering soil-foundation-structure interaction.” 2018. Thesis, University of Technology, Sydney. Accessed January 18, 2020. http://hdl.handle.net/10453/128018.

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

MLA Handbook (7th Edition):

Xu, Ruoshi. “Novel application of geosynthetics in seismic protection of buildings considering soil-foundation-structure interaction.” 2018. Web. 18 Jan 2020.

Vancouver:

Xu R. Novel application of geosynthetics in seismic protection of buildings considering soil-foundation-structure interaction. [Internet] [Thesis]. University of Technology, Sydney; 2018. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/10453/128018.

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

Council of Science Editors:

Xu R. Novel application of geosynthetics in seismic protection of buildings considering soil-foundation-structure interaction. [Thesis]. University of Technology, Sydney; 2018. Available from: http://hdl.handle.net/10453/128018

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


University of Arizona

23. Dotis, John Constantine, 1927-. Complete design of a three-story reinforced concrete warehouse frame for a seismic location .

Degree: 1956, University of Arizona

Subjects/Keywords: Buildings  – Earthquake effects.; Earthquake engineering.

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APA (6th Edition):

Dotis, John Constantine, 1. (1956). Complete design of a three-story reinforced concrete warehouse frame for a seismic location . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/347901

Chicago Manual of Style (16th Edition):

Dotis, John Constantine, 1927-. “Complete design of a three-story reinforced concrete warehouse frame for a seismic location .” 1956. Masters Thesis, University of Arizona. Accessed January 18, 2020. http://hdl.handle.net/10150/347901.

MLA Handbook (7th Edition):

Dotis, John Constantine, 1927-. “Complete design of a three-story reinforced concrete warehouse frame for a seismic location .” 1956. Web. 18 Jan 2020.

Vancouver:

Dotis, John Constantine 1. Complete design of a three-story reinforced concrete warehouse frame for a seismic location . [Internet] [Masters thesis]. University of Arizona; 1956. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/10150/347901.

Council of Science Editors:

Dotis, John Constantine 1. Complete design of a three-story reinforced concrete warehouse frame for a seismic location . [Masters Thesis]. University of Arizona; 1956. Available from: http://hdl.handle.net/10150/347901


Hong Kong University of Science and Technology

24. Xu, Yun. An Earthquake Strong Motion Database in Taiwan and its Applications to Earthquake Studies.

Degree: 2015, Hong Kong University of Science and Technology

 Earthquakes are the result of a sudden release of accumulated energy, and the energy is released in a combination of radiated seismic waves, frictional heating… (more)

Subjects/Keywords: Earthquake engineering ; Taiwan ; Data processing ; Seismology ; Observations ; Earthquake hazard analysis

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

APA (6th Edition):

Xu, Y. (2015). An Earthquake Strong Motion Database in Taiwan and its Applications to Earthquake Studies. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-78862 ; https://doi.org/10.14711/thesis-b1514754 ; http://lbdiscover.ust.hk/uresolver?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rfr_id=info:sid/HKUST:SPI&rft.genre=article&rft.issn=&rft.volume=&rft.issue=&rft.date=2015&rft.spage=&rft.aulast=Xu&rft.aufirst=Yun&rft.atitle=An%20Earthquake%20Strong%20Motion%20Database%20in%20Taiwan%20and%20its%20Applications%20to%20Earthquake%20Studies&rft.title= ; http://repository.ust.hk/ir/bitstream/1783.1-78862/1/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):

Xu, Yun. “An Earthquake Strong Motion Database in Taiwan and its Applications to Earthquake Studies.” 2015. Thesis, Hong Kong University of Science and Technology. Accessed January 18, 2020. http://repository.ust.hk/ir/Record/1783.1-78862 ; https://doi.org/10.14711/thesis-b1514754 ; http://lbdiscover.ust.hk/uresolver?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rfr_id=info:sid/HKUST:SPI&rft.genre=article&rft.issn=&rft.volume=&rft.issue=&rft.date=2015&rft.spage=&rft.aulast=Xu&rft.aufirst=Yun&rft.atitle=An%20Earthquake%20Strong%20Motion%20Database%20in%20Taiwan%20and%20its%20Applications%20to%20Earthquake%20Studies&rft.title= ; http://repository.ust.hk/ir/bitstream/1783.1-78862/1/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):

Xu, Yun. “An Earthquake Strong Motion Database in Taiwan and its Applications to Earthquake Studies.” 2015. Web. 18 Jan 2020.

Vancouver:

Xu Y. An Earthquake Strong Motion Database in Taiwan and its Applications to Earthquake Studies. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2015. [cited 2020 Jan 18]. Available from: http://repository.ust.hk/ir/Record/1783.1-78862 ; https://doi.org/10.14711/thesis-b1514754 ; http://lbdiscover.ust.hk/uresolver?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rfr_id=info:sid/HKUST:SPI&rft.genre=article&rft.issn=&rft.volume=&rft.issue=&rft.date=2015&rft.spage=&rft.aulast=Xu&rft.aufirst=Yun&rft.atitle=An%20Earthquake%20Strong%20Motion%20Database%20in%20Taiwan%20and%20its%20Applications%20to%20Earthquake%20Studies&rft.title= ; http://repository.ust.hk/ir/bitstream/1783.1-78862/1/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:

Xu Y. An Earthquake Strong Motion Database in Taiwan and its Applications to Earthquake Studies. [Thesis]. Hong Kong University of Science and Technology; 2015. Available from: http://repository.ust.hk/ir/Record/1783.1-78862 ; https://doi.org/10.14711/thesis-b1514754 ; http://lbdiscover.ust.hk/uresolver?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rfr_id=info:sid/HKUST:SPI&rft.genre=article&rft.issn=&rft.volume=&rft.issue=&rft.date=2015&rft.spage=&rft.aulast=Xu&rft.aufirst=Yun&rft.atitle=An%20Earthquake%20Strong%20Motion%20Database%20in%20Taiwan%20and%20its%20Applications%20to%20Earthquake%20Studies&rft.title= ; http://repository.ust.hk/ir/bitstream/1783.1-78862/1/th_redirect.html

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

25. Li, Jun Jie. Earthquake Engineering Simulation with Flexible Cladding System.

Degree: MS, Civil Engineering, 2010, University of Massachusetts

 This research investigates the interaction between heavy precast cladding units attached to steel framed buildings. Cladding systems are designed as non-structural components and are not… (more)

Subjects/Keywords: Cladding; Earthquake engineering; inelastic structures; Structural Engineering

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

APA (6th Edition):

Li, J. J. (2010). Earthquake Engineering Simulation with Flexible Cladding System. (Masters Thesis). University of Massachusetts. Retrieved from https://scholarworks.umass.edu/theses/511

Chicago Manual of Style (16th Edition):

Li, Jun Jie. “Earthquake Engineering Simulation with Flexible Cladding System.” 2010. Masters Thesis, University of Massachusetts. Accessed January 18, 2020. https://scholarworks.umass.edu/theses/511.

MLA Handbook (7th Edition):

Li, Jun Jie. “Earthquake Engineering Simulation with Flexible Cladding System.” 2010. Web. 18 Jan 2020.

Vancouver:

Li JJ. Earthquake Engineering Simulation with Flexible Cladding System. [Internet] [Masters thesis]. University of Massachusetts; 2010. [cited 2020 Jan 18]. Available from: https://scholarworks.umass.edu/theses/511.

Council of Science Editors:

Li JJ. Earthquake Engineering Simulation with Flexible Cladding System. [Masters Thesis]. University of Massachusetts; 2010. Available from: https://scholarworks.umass.edu/theses/511


New Jersey Institute of Technology

26. Feizi, Bakhtiar. Application of mass/stiffness eccentricity to control response of structures subjected to earthquake ground motion.

Degree: PhD, Civil and Environmental Engineering, 2010, New Jersey Institute of Technology

  This dissertation is driven by the concept that engaging more modes in the response of structures can be used to mitigate its translational dynamic… (more)

Subjects/Keywords: Vibration control; Eccentricity; Earthquake engineering; Civil Engineering

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APA (6th Edition):

Feizi, B. (2010). Application of mass/stiffness eccentricity to control response of structures subjected to earthquake ground motion. (Doctoral Dissertation). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/dissertations/236

Chicago Manual of Style (16th Edition):

Feizi, Bakhtiar. “Application of mass/stiffness eccentricity to control response of structures subjected to earthquake ground motion.” 2010. Doctoral Dissertation, New Jersey Institute of Technology. Accessed January 18, 2020. https://digitalcommons.njit.edu/dissertations/236.

MLA Handbook (7th Edition):

Feizi, Bakhtiar. “Application of mass/stiffness eccentricity to control response of structures subjected to earthquake ground motion.” 2010. Web. 18 Jan 2020.

Vancouver:

Feizi B. Application of mass/stiffness eccentricity to control response of structures subjected to earthquake ground motion. [Internet] [Doctoral dissertation]. New Jersey Institute of Technology; 2010. [cited 2020 Jan 18]. Available from: https://digitalcommons.njit.edu/dissertations/236.

Council of Science Editors:

Feizi B. Application of mass/stiffness eccentricity to control response of structures subjected to earthquake ground motion. [Doctoral Dissertation]. New Jersey Institute of Technology; 2010. Available from: https://digitalcommons.njit.edu/dissertations/236


University of Canterbury

27. Bradley, B.A. Bounds on causal parameters of prospective ground motions and their effect on characteristics of selected ground motions.

Degree: 2015, University of Canterbury

 In this study, the effect of considering bounds on causal parameters of prospective ground motions (e.g., magnitude, source-to-site distance, and site condition) for the purpose… (more)

Subjects/Keywords: Seismometry; Earthquake hazard analysis; Field of Research::09 - Engineering::0905 - Civil Engineering::090504 - Earthquake Engineering

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

APA (6th Edition):

Bradley, B. A. (2015). Bounds on causal parameters of prospective ground motions and their effect on characteristics of selected ground motions. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/13314

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):

Bradley, B A. “Bounds on causal parameters of prospective ground motions and their effect on characteristics of selected ground motions.” 2015. Thesis, University of Canterbury. Accessed January 18, 2020. http://hdl.handle.net/10092/13314.

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

MLA Handbook (7th Edition):

Bradley, B A. “Bounds on causal parameters of prospective ground motions and their effect on characteristics of selected ground motions.” 2015. Web. 18 Jan 2020.

Vancouver:

Bradley BA. Bounds on causal parameters of prospective ground motions and their effect on characteristics of selected ground motions. [Internet] [Thesis]. University of Canterbury; 2015. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/10092/13314.

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

Council of Science Editors:

Bradley BA. Bounds on causal parameters of prospective ground motions and their effect on characteristics of selected ground motions. [Thesis]. University of Canterbury; 2015. Available from: http://hdl.handle.net/10092/13314

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


University of Auckland

28. Wotherspoon, Liam M. Integrated modelling of structure-foundation systems.

Degree: 2009, University of Auckland

 A problem endemic in the development of the built environment is poor communication between structural and geotechnical specialists. Through better communication and considering the structure… (more)

Subjects/Keywords: Earthquake Engineering; Soil Structure Interaction; Analytical Modelling

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

APA (6th Edition):

Wotherspoon, L. M. (2009). Integrated modelling of structure-foundation systems. (Doctoral Dissertation). University of Auckland. Retrieved from http://hdl.handle.net/2292/3428

Chicago Manual of Style (16th Edition):

Wotherspoon, Liam M. “Integrated modelling of structure-foundation systems.” 2009. Doctoral Dissertation, University of Auckland. Accessed January 18, 2020. http://hdl.handle.net/2292/3428.

MLA Handbook (7th Edition):

Wotherspoon, Liam M. “Integrated modelling of structure-foundation systems.” 2009. Web. 18 Jan 2020.

Vancouver:

Wotherspoon LM. Integrated modelling of structure-foundation systems. [Internet] [Doctoral dissertation]. University of Auckland; 2009. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/2292/3428.

Council of Science Editors:

Wotherspoon LM. Integrated modelling of structure-foundation systems. [Doctoral Dissertation]. University of Auckland; 2009. Available from: http://hdl.handle.net/2292/3428


UCLA

29. Yniesta, Samuel. Constitutive Modeling of Peat in Dynamic Simulations.

Degree: Civil Engineering, 2016, UCLA

 Peat is a highly compressible organic material with unique properties that differ from inorganic mineral soils, which poses a challenge in their constitutive modeling. The… (more)

Subjects/Keywords: Civil engineering; Earthquake; Geotechnical; Levee; Modeling; Peat

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

APA (6th Edition):

Yniesta, S. (2016). Constitutive Modeling of Peat in Dynamic Simulations. (Thesis). UCLA. Retrieved from http://www.escholarship.org/uc/item/7j25282w

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):

Yniesta, Samuel. “Constitutive Modeling of Peat in Dynamic Simulations.” 2016. Thesis, UCLA. Accessed January 18, 2020. http://www.escholarship.org/uc/item/7j25282w.

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

MLA Handbook (7th Edition):

Yniesta, Samuel. “Constitutive Modeling of Peat in Dynamic Simulations.” 2016. Web. 18 Jan 2020.

Vancouver:

Yniesta S. Constitutive Modeling of Peat in Dynamic Simulations. [Internet] [Thesis]. UCLA; 2016. [cited 2020 Jan 18]. Available from: http://www.escholarship.org/uc/item/7j25282w.

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

Council of Science Editors:

Yniesta S. Constitutive Modeling of Peat in Dynamic Simulations. [Thesis]. UCLA; 2016. Available from: http://www.escholarship.org/uc/item/7j25282w

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

30. Antoniou, Stylianos. Advanced inelastic static analysis for seismic assessment of structures.

Degree: PhD, 2002, Imperial College London

Subjects/Keywords: 624; Earthquake engineering

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

APA (6th Edition):

Antoniou, S. (2002). Advanced inelastic static analysis for seismic assessment of structures. (Doctoral Dissertation). Imperial College London. Retrieved from http://hdl.handle.net/10044/1/7849

Chicago Manual of Style (16th Edition):

Antoniou, Stylianos. “Advanced inelastic static analysis for seismic assessment of structures.” 2002. Doctoral Dissertation, Imperial College London. Accessed January 18, 2020. http://hdl.handle.net/10044/1/7849.

MLA Handbook (7th Edition):

Antoniou, Stylianos. “Advanced inelastic static analysis for seismic assessment of structures.” 2002. Web. 18 Jan 2020.

Vancouver:

Antoniou S. Advanced inelastic static analysis for seismic assessment of structures. [Internet] [Doctoral dissertation]. Imperial College London; 2002. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/10044/1/7849.

Council of Science Editors:

Antoniou S. Advanced inelastic static analysis for seismic assessment of structures. [Doctoral Dissertation]. Imperial College London; 2002. Available from: http://hdl.handle.net/10044/1/7849

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