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You searched for subject:(Buildings Earthquake effects). Showing records 1 – 30 of 78 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 17, 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. 17 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 17]. 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


University of Missouri – Columbia

2. 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 17, 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. 17 Jan 2020.

Vancouver:

Stinger SM. Evaluation of alternative resistance mechanisms for progressive collapse. [Internet] [Thesis]. University of Missouri – Columbia; 2011. [cited 2020 Jan 17]. 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


Montana State University

3. Goldberg, Ronald R. Earthquake-resistant construction.

Degree: 1959, Montana State University

Subjects/Keywords: Buildings Earthquake effects.

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APA (6th Edition):

Goldberg, R. R. (1959). Earthquake-resistant construction. (Thesis). Montana State University. Retrieved from https://scholarworks.montana.edu/xmlui/handle/1/11669

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):

Goldberg, Ronald R. “Earthquake-resistant construction.” 1959. Thesis, Montana State University. Accessed January 17, 2020. https://scholarworks.montana.edu/xmlui/handle/1/11669.

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

MLA Handbook (7th Edition):

Goldberg, Ronald R. “Earthquake-resistant construction.” 1959. Web. 17 Jan 2020.

Vancouver:

Goldberg RR. Earthquake-resistant construction. [Internet] [Thesis]. Montana State University; 1959. [cited 2020 Jan 17]. Available from: https://scholarworks.montana.edu/xmlui/handle/1/11669.

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

Council of Science Editors:

Goldberg RR. Earthquake-resistant construction. [Thesis]. Montana State University; 1959. Available from: https://scholarworks.montana.edu/xmlui/handle/1/11669

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


Montana State University

4. Hamill, Michael H. Seismic shocks and their effects on reinforced concrete footings and foundations.

Degree: 1961, Montana State University

Subjects/Keywords: Buildings Earthquake effects.

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APA (6th Edition):

Hamill, M. H. (1961). Seismic shocks and their effects on reinforced concrete footings and foundations. (Thesis). Montana State University. Retrieved from https://scholarworks.montana.edu/xmlui/handle/1/11675

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):

Hamill, Michael H. “Seismic shocks and their effects on reinforced concrete footings and foundations.” 1961. Thesis, Montana State University. Accessed January 17, 2020. https://scholarworks.montana.edu/xmlui/handle/1/11675.

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

MLA Handbook (7th Edition):

Hamill, Michael H. “Seismic shocks and their effects on reinforced concrete footings and foundations.” 1961. Web. 17 Jan 2020.

Vancouver:

Hamill MH. Seismic shocks and their effects on reinforced concrete footings and foundations. [Internet] [Thesis]. Montana State University; 1961. [cited 2020 Jan 17]. Available from: https://scholarworks.montana.edu/xmlui/handle/1/11675.

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

Council of Science Editors:

Hamill MH. Seismic shocks and their effects on reinforced concrete footings and foundations. [Thesis]. Montana State University; 1961. Available from: https://scholarworks.montana.edu/xmlui/handle/1/11675

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


University of British Columbia

5. Bannister, David Earl. The reponse of multi-story prestressed concrete frames to seismic loading .

Degree: 1979, University of British Columbia

 This thesis is concerned with the response of multi-story prestressed concrete frames to seismic loading, and the ductility demands of the constituent members. In that… (more)

Subjects/Keywords: Buildings  – Earthquake effects

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APA (6th Edition):

Bannister, D. E. (1979). The reponse of multi-story prestressed concrete frames to seismic loading . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/21762

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):

Bannister, David Earl. “The reponse of multi-story prestressed concrete frames to seismic loading .” 1979. Thesis, University of British Columbia. Accessed January 17, 2020. http://hdl.handle.net/2429/21762.

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

MLA Handbook (7th Edition):

Bannister, David Earl. “The reponse of multi-story prestressed concrete frames to seismic loading .” 1979. Web. 17 Jan 2020.

Vancouver:

Bannister DE. The reponse of multi-story prestressed concrete frames to seismic loading . [Internet] [Thesis]. University of British Columbia; 1979. [cited 2020 Jan 17]. Available from: http://hdl.handle.net/2429/21762.

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

Council of Science Editors:

Bannister DE. The reponse of multi-story prestressed concrete frames to seismic loading . [Thesis]. University of British Columbia; 1979. Available from: http://hdl.handle.net/2429/21762

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


Michigan State University

6. Fertis, Demeter G. A study of design methods for earthquake-resistant buildings.

Degree: MS, 1954, Michigan State University

Subjects/Keywords: Buildings – Earthquake effects

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APA (6th Edition):

Fertis, D. G. (1954). A study of design methods for earthquake-resistant buildings. (Masters Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:15166

Chicago Manual of Style (16th Edition):

Fertis, Demeter G. “A study of design methods for earthquake-resistant buildings.” 1954. Masters Thesis, Michigan State University. Accessed January 17, 2020. http://etd.lib.msu.edu/islandora/object/etd:15166.

MLA Handbook (7th Edition):

Fertis, Demeter G. “A study of design methods for earthquake-resistant buildings.” 1954. Web. 17 Jan 2020.

Vancouver:

Fertis DG. A study of design methods for earthquake-resistant buildings. [Internet] [Masters thesis]. Michigan State University; 1954. [cited 2020 Jan 17]. Available from: http://etd.lib.msu.edu/islandora/object/etd:15166.

Council of Science Editors:

Fertis DG. A study of design methods for earthquake-resistant buildings. [Masters Thesis]. Michigan State University; 1954. Available from: http://etd.lib.msu.edu/islandora/object/etd:15166


Georgia Tech

7. Hsu, Tzu-I. Response of multi-story buildings under earthquake excitation.

Degree: PhD, Engineering mechanics, 1976, Georgia Tech

Subjects/Keywords: Buildings Earthquake effects

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APA (6th Edition):

Hsu, T. (1976). Response of multi-story buildings under earthquake excitation. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/32817

Chicago Manual of Style (16th Edition):

Hsu, Tzu-I. “Response of multi-story buildings under earthquake excitation.” 1976. Doctoral Dissertation, Georgia Tech. Accessed January 17, 2020. http://hdl.handle.net/1853/32817.

MLA Handbook (7th Edition):

Hsu, Tzu-I. “Response of multi-story buildings under earthquake excitation.” 1976. Web. 17 Jan 2020.

Vancouver:

Hsu T. Response of multi-story buildings under earthquake excitation. [Internet] [Doctoral dissertation]. Georgia Tech; 1976. [cited 2020 Jan 17]. Available from: http://hdl.handle.net/1853/32817.

Council of Science Editors:

Hsu T. Response of multi-story buildings under earthquake excitation. [Doctoral Dissertation]. Georgia Tech; 1976. Available from: http://hdl.handle.net/1853/32817


University of Hong Kong

8. 欧阳禕; Ouyang, Yi. Theoretical study of hybrid masonry : RC structure behaviour under lateral earthquake loading.

Degree: M. Phil., 2012, University of Hong Kong

 A confined masonry (CM) wall consists of a masonry wall panel surrounded by reinforced concrete (RC) members on its perimeters. Low-rise CM structures are widely… (more)

Subjects/Keywords: Reinforced concrete construction; Buildings, Reinforced concrete - Earthquake effects; Earthquake resistant design

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APA (6th Edition):

欧阳禕; Ouyang, Y. (2012). Theoretical study of hybrid masonry : RC structure behaviour under lateral earthquake loading. (Masters Thesis). University of Hong Kong. Retrieved from Ouyang, Y. [欧阳禕]. (2012). Theoretical study of hybrid masonry : RC structure behaviour under lateral earthquake loading. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5016259 ; http://dx.doi.org/10.5353/th_b5016259 ; http://hdl.handle.net/10722/196090

Chicago Manual of Style (16th Edition):

欧阳禕; Ouyang, Yi. “Theoretical study of hybrid masonry : RC structure behaviour under lateral earthquake loading.” 2012. Masters Thesis, University of Hong Kong. Accessed January 17, 2020. Ouyang, Y. [欧阳禕]. (2012). Theoretical study of hybrid masonry : RC structure behaviour under lateral earthquake loading. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5016259 ; http://dx.doi.org/10.5353/th_b5016259 ; http://hdl.handle.net/10722/196090.

MLA Handbook (7th Edition):

欧阳禕; Ouyang, Yi. “Theoretical study of hybrid masonry : RC structure behaviour under lateral earthquake loading.” 2012. Web. 17 Jan 2020.

Vancouver:

欧阳禕; Ouyang Y. Theoretical study of hybrid masonry : RC structure behaviour under lateral earthquake loading. [Internet] [Masters thesis]. University of Hong Kong; 2012. [cited 2020 Jan 17]. Available from: Ouyang, Y. [欧阳禕]. (2012). Theoretical study of hybrid masonry : RC structure behaviour under lateral earthquake loading. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5016259 ; http://dx.doi.org/10.5353/th_b5016259 ; http://hdl.handle.net/10722/196090.

Council of Science Editors:

欧阳禕; Ouyang Y. Theoretical study of hybrid masonry : RC structure behaviour under lateral earthquake loading. [Masters Thesis]. University of Hong Kong; 2012. Available from: Ouyang, Y. [欧阳禕]. (2012). Theoretical study of hybrid masonry : RC structure behaviour under lateral earthquake loading. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5016259 ; http://dx.doi.org/10.5353/th_b5016259 ; http://hdl.handle.net/10722/196090


Rice University

9. 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 (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 17, 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. 17 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 17]. 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

10. 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 17, 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. 17 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 17]. 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

11. 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 17, 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. 17 Jan 2020.

Vancouver:

Markellis CA. Research on earthquake resistant structures. [Internet] [Thesis]. Montana State University; 1949. [cited 2020 Jan 17]. 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


Columbia University

12. 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 17, 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. 17 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 17]. 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 Arizona

13. 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 17, 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. 17 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 17]. 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

14. Yiu, Chun Fai. An evolutionary topology optimization technique for seismic performance design of torsionally irregular buildings.

Degree: 2012, Hong Kong University of Science and Technology

 Modern buildings are becoming more and more irregular and complex in shape. Theseirregular buildings with misalignment of the centers of mass (CM) and the centers… (more)

Subjects/Keywords: Structural optimization ; Topology ; Earthquake resistant design ; Buildings ; Earthquake effects

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APA (6th Edition):

Yiu, C. F. (2012). An evolutionary topology optimization technique for seismic performance design of torsionally irregular buildings. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-8064 ; https://doi.org/10.14711/thesis-b1198337 ; http://repository.ust.hk/ir/bitstream/1783.1-8064/1/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):

Yiu, Chun Fai. “An evolutionary topology optimization technique for seismic performance design of torsionally irregular buildings.” 2012. Thesis, Hong Kong University of Science and Technology. Accessed January 17, 2020. http://repository.ust.hk/ir/Record/1783.1-8064 ; https://doi.org/10.14711/thesis-b1198337 ; http://repository.ust.hk/ir/bitstream/1783.1-8064/1/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):

Yiu, Chun Fai. “An evolutionary topology optimization technique for seismic performance design of torsionally irregular buildings.” 2012. Web. 17 Jan 2020.

Vancouver:

Yiu CF. An evolutionary topology optimization technique for seismic performance design of torsionally irregular buildings. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2012. [cited 2020 Jan 17]. Available from: http://repository.ust.hk/ir/Record/1783.1-8064 ; https://doi.org/10.14711/thesis-b1198337 ; http://repository.ust.hk/ir/bitstream/1783.1-8064/1/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:

Yiu CF. An evolutionary topology optimization technique for seismic performance design of torsionally irregular buildings. [Thesis]. Hong Kong University of Science and Technology; 2012. Available from: http://repository.ust.hk/ir/Record/1783.1-8064 ; https://doi.org/10.14711/thesis-b1198337 ; http://repository.ust.hk/ir/bitstream/1783.1-8064/1/th_redirect.html

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

15. 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 (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 17, 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. 17 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 17]. 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


Rutgers University

16. Zhou, Zixiang, 1989-. Effectiveness of tuned mass dampers in mitigating earthquake ground motions in low and medium rise buildings.

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

 Tuned mass dampers (TMD’s) are passive energy devices used to reduce undesired vibrations in a number of structures or structural components such as industrial buildings,… (more)

Subjects/Keywords: Tuned mass dampers; Buildings – Vibration; Buildings – Earthquake effects

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APA (6th Edition):

Zhou, Zixiang, 1. (2014). Effectiveness of tuned mass dampers in mitigating earthquake ground motions in low and medium rise buildings. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/44323/

Chicago Manual of Style (16th Edition):

Zhou, Zixiang, 1989-. “Effectiveness of tuned mass dampers in mitigating earthquake ground motions in low and medium rise buildings.” 2014. Masters Thesis, Rutgers University. Accessed January 17, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/44323/.

MLA Handbook (7th Edition):

Zhou, Zixiang, 1989-. “Effectiveness of tuned mass dampers in mitigating earthquake ground motions in low and medium rise buildings.” 2014. Web. 17 Jan 2020.

Vancouver:

Zhou, Zixiang 1. Effectiveness of tuned mass dampers in mitigating earthquake ground motions in low and medium rise buildings. [Internet] [Masters thesis]. Rutgers University; 2014. [cited 2020 Jan 17]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/44323/.

Council of Science Editors:

Zhou, Zixiang 1. Effectiveness of tuned mass dampers in mitigating earthquake ground motions in low and medium rise buildings. [Masters Thesis]. Rutgers University; 2014. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/44323/


University of British Columbia

17. Filiatrault, Andre. Seismic design of friction damped braced steel plane frames by energy methods .

Degree: 1988, University of British Columbia

 The investigation described in this thesis represents the first known attempt to develop a simplified method for the seismic design of structures equipped with a… (more)

Subjects/Keywords: Buildings  – Earthquake effects; Earthquake resistant design

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APA (6th Edition):

Filiatrault, A. (1988). Seismic design of friction damped braced steel plane frames by energy methods . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/28776

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):

Filiatrault, Andre. “Seismic design of friction damped braced steel plane frames by energy methods .” 1988. Thesis, University of British Columbia. Accessed January 17, 2020. http://hdl.handle.net/2429/28776.

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

MLA Handbook (7th Edition):

Filiatrault, Andre. “Seismic design of friction damped braced steel plane frames by energy methods .” 1988. Web. 17 Jan 2020.

Vancouver:

Filiatrault A. Seismic design of friction damped braced steel plane frames by energy methods . [Internet] [Thesis]. University of British Columbia; 1988. [cited 2020 Jan 17]. Available from: http://hdl.handle.net/2429/28776.

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

Council of Science Editors:

Filiatrault A. Seismic design of friction damped braced steel plane frames by energy methods . [Thesis]. University of British Columbia; 1988. Available from: http://hdl.handle.net/2429/28776

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


Kansas State University

18. Rosebraugh, Warren F. Structural design for earthquake protection.

Degree: 1977, Kansas State University

Subjects/Keywords: Buildings – Earthquake effects; Structural design

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APA (6th Edition):

Rosebraugh, W. F. (1977). Structural design for earthquake protection. (Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/9042

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):

Rosebraugh, Warren F. “Structural design for earthquake protection.” 1977. Thesis, Kansas State University. Accessed January 17, 2020. http://hdl.handle.net/2097/9042.

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

MLA Handbook (7th Edition):

Rosebraugh, Warren F. “Structural design for earthquake protection.” 1977. Web. 17 Jan 2020.

Vancouver:

Rosebraugh WF. Structural design for earthquake protection. [Internet] [Thesis]. Kansas State University; 1977. [cited 2020 Jan 17]. Available from: http://hdl.handle.net/2097/9042.

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

Council of Science Editors:

Rosebraugh WF. Structural design for earthquake protection. [Thesis]. Kansas State University; 1977. Available from: http://hdl.handle.net/2097/9042

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


Northeastern University

19. Nasseri, Arash. Seismic response reconstruction and evaluation of nonlinear static analysis procedures using data from instrumented buildings.

Degree: PhD, Department of Civil and Environmental Engineering, 2010, Northeastern University

 In Nonlinear Static Procedures (NSP) the maximum structural responses are predicted from the result of pushover analyses in which the structure reaches a "target displacement"… (more)

Subjects/Keywords: civil engineering; instrumented buildings; nonlinear static procedure; pushover analysis; response reconstruction; state estimation; Earthquake hazard analysis; Buildings - Earthquake effects; Structural Engineering

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APA (6th Edition):

Nasseri, A. (2010). Seismic response reconstruction and evaluation of nonlinear static analysis procedures using data from instrumented buildings. (Doctoral Dissertation). Northeastern University. Retrieved from http://hdl.handle.net/2047/d20000807

Chicago Manual of Style (16th Edition):

Nasseri, Arash. “Seismic response reconstruction and evaluation of nonlinear static analysis procedures using data from instrumented buildings.” 2010. Doctoral Dissertation, Northeastern University. Accessed January 17, 2020. http://hdl.handle.net/2047/d20000807.

MLA Handbook (7th Edition):

Nasseri, Arash. “Seismic response reconstruction and evaluation of nonlinear static analysis procedures using data from instrumented buildings.” 2010. Web. 17 Jan 2020.

Vancouver:

Nasseri A. Seismic response reconstruction and evaluation of nonlinear static analysis procedures using data from instrumented buildings. [Internet] [Doctoral dissertation]. Northeastern University; 2010. [cited 2020 Jan 17]. Available from: http://hdl.handle.net/2047/d20000807.

Council of Science Editors:

Nasseri A. Seismic response reconstruction and evaluation of nonlinear static analysis procedures using data from instrumented buildings. [Doctoral Dissertation]. Northeastern University; 2010. Available from: http://hdl.handle.net/2047/d20000807


University of North Texas

20. Koohikamali, Mehrdad. Assessment of Post-earthquake Building Damage Using High-resolution Satellite Images and LiDAR Data - a Case Study From Port-au-prince, Haiti.

Degree: 2014, University of North Texas

 When an earthquake happens, one of the most important tasks of disaster managers is to conduct damage assessment; this is mostly done from remotely sensed… (more)

Subjects/Keywords: damage assessment; earthquake; GIS; Buildings  – Earthquake effects  – Haiti  – Port-au-Prince  – Remote sensing.; Earthquake damage  – Haiti  – Port-au-Prince  – Remote sensing.

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APA (6th Edition):

Koohikamali, M. (2014). Assessment of Post-earthquake Building Damage Using High-resolution Satellite Images and LiDAR Data - a Case Study From Port-au-prince, Haiti. (Thesis). University of North Texas. Retrieved from https://digital.library.unt.edu/ark:/67531/metadc700081/

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):

Koohikamali, Mehrdad. “Assessment of Post-earthquake Building Damage Using High-resolution Satellite Images and LiDAR Data - a Case Study From Port-au-prince, Haiti.” 2014. Thesis, University of North Texas. Accessed January 17, 2020. https://digital.library.unt.edu/ark:/67531/metadc700081/.

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

MLA Handbook (7th Edition):

Koohikamali, Mehrdad. “Assessment of Post-earthquake Building Damage Using High-resolution Satellite Images and LiDAR Data - a Case Study From Port-au-prince, Haiti.” 2014. Web. 17 Jan 2020.

Vancouver:

Koohikamali M. Assessment of Post-earthquake Building Damage Using High-resolution Satellite Images and LiDAR Data - a Case Study From Port-au-prince, Haiti. [Internet] [Thesis]. University of North Texas; 2014. [cited 2020 Jan 17]. Available from: https://digital.library.unt.edu/ark:/67531/metadc700081/.

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

Council of Science Editors:

Koohikamali M. Assessment of Post-earthquake Building Damage Using High-resolution Satellite Images and LiDAR Data - a Case Study From Port-au-prince, Haiti. [Thesis]. University of North Texas; 2014. Available from: https://digital.library.unt.edu/ark:/67531/metadc700081/

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


University of Hong Kong

21. Sheikh, MD. Neaz. Seismic assessment of buildings in Hong Kong with special emphasis on displacement-based approaches.

Degree: PhD, 2005, University of Hong Kong

abstract

published_or_final_version

Civil Engineering

Doctoral

Doctor of Philosophy

Subjects/Keywords: Buildings - Earthquake effects - China - Hong Kong.; Earthquake engineering - Research.

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APA (6th Edition):

Sheikh, M. N. (2005). Seismic assessment of buildings in Hong Kong with special emphasis on displacement-based approaches. (Doctoral Dissertation). University of Hong Kong. Retrieved from Sheikh, M. D. N.. (2005). Seismic assessment of buildings in Hong Kong with special emphasis on displacement-based approaches. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3145666 ; http://dx.doi.org/10.5353/th_b3145666 ; http://hdl.handle.net/10722/39994

Chicago Manual of Style (16th Edition):

Sheikh, MD Neaz. “Seismic assessment of buildings in Hong Kong with special emphasis on displacement-based approaches.” 2005. Doctoral Dissertation, University of Hong Kong. Accessed January 17, 2020. Sheikh, M. D. N.. (2005). Seismic assessment of buildings in Hong Kong with special emphasis on displacement-based approaches. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3145666 ; http://dx.doi.org/10.5353/th_b3145666 ; http://hdl.handle.net/10722/39994.

MLA Handbook (7th Edition):

Sheikh, MD Neaz. “Seismic assessment of buildings in Hong Kong with special emphasis on displacement-based approaches.” 2005. Web. 17 Jan 2020.

Vancouver:

Sheikh MN. Seismic assessment of buildings in Hong Kong with special emphasis on displacement-based approaches. [Internet] [Doctoral dissertation]. University of Hong Kong; 2005. [cited 2020 Jan 17]. Available from: Sheikh, M. D. N.. (2005). Seismic assessment of buildings in Hong Kong with special emphasis on displacement-based approaches. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3145666 ; http://dx.doi.org/10.5353/th_b3145666 ; http://hdl.handle.net/10722/39994.

Council of Science Editors:

Sheikh MN. Seismic assessment of buildings in Hong Kong with special emphasis on displacement-based approaches. [Doctoral Dissertation]. University of Hong Kong; 2005. Available from: Sheikh, M. D. N.. (2005). Seismic assessment of buildings in Hong Kong with special emphasis on displacement-based approaches. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3145666 ; http://dx.doi.org/10.5353/th_b3145666 ; http://hdl.handle.net/10722/39994


University of British Columbia

22. Yung, Willy Chi Wai. Innovative energy dissipating system for earthquake design and retrofit of timber structures .

Degree: 1991, University of British Columbia

 This thesis presents the results obtained from a preliminary investigation into the potential application of the friction damping concept to wood structures to improve their… (more)

Subjects/Keywords: Buildings  – Earthquake effects; Earthquake resistant design; Damping (Mechanics)

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APA (6th Edition):

Yung, W. C. W. (1991). Innovative energy dissipating system for earthquake design and retrofit of timber structures . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/30128

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):

Yung, Willy Chi Wai. “Innovative energy dissipating system for earthquake design and retrofit of timber structures .” 1991. Thesis, University of British Columbia. Accessed January 17, 2020. http://hdl.handle.net/2429/30128.

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

MLA Handbook (7th Edition):

Yung, Willy Chi Wai. “Innovative energy dissipating system for earthquake design and retrofit of timber structures .” 1991. Web. 17 Jan 2020.

Vancouver:

Yung WCW. Innovative energy dissipating system for earthquake design and retrofit of timber structures . [Internet] [Thesis]. University of British Columbia; 1991. [cited 2020 Jan 17]. Available from: http://hdl.handle.net/2429/30128.

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

Council of Science Editors:

Yung WCW. Innovative energy dissipating system for earthquake design and retrofit of timber structures . [Thesis]. University of British Columbia; 1991. Available from: http://hdl.handle.net/2429/30128

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


Stellenbosch University

23. Loots, Jurie. Computational assessment of seismic resistance of RC framed buildings with masonry infill.

Degree: MScIng, Civil Engineering, 2005, Stellenbosch University

Some digitised pages may appear illegible due to the condition of the original hard copy.

ENGLISH ABSTRACT: Reinforced concrete (RC) frames with unreinforced masonry infill… (more)

Subjects/Keywords: Buildings  – Earthquake effects; Earthquake resistant design; Dissertations  – Civil engineering

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APA (6th Edition):

Loots, J. (2005). Computational assessment of seismic resistance of RC framed buildings with masonry infill. (Masters Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/50299

Chicago Manual of Style (16th Edition):

Loots, Jurie. “Computational assessment of seismic resistance of RC framed buildings with masonry infill.” 2005. Masters Thesis, Stellenbosch University. Accessed January 17, 2020. http://hdl.handle.net/10019.1/50299.

MLA Handbook (7th Edition):

Loots, Jurie. “Computational assessment of seismic resistance of RC framed buildings with masonry infill.” 2005. Web. 17 Jan 2020.

Vancouver:

Loots J. Computational assessment of seismic resistance of RC framed buildings with masonry infill. [Internet] [Masters thesis]. Stellenbosch University; 2005. [cited 2020 Jan 17]. Available from: http://hdl.handle.net/10019.1/50299.

Council of Science Editors:

Loots J. Computational assessment of seismic resistance of RC framed buildings with masonry infill. [Masters Thesis]. Stellenbosch University; 2005. Available from: http://hdl.handle.net/10019.1/50299


University of British Columbia

24. Kallros, Mikael Kaj. An experimental investigation of the behaviour of connections in thin precast concrete panels under earthquake loading .

Degree: 1987, University of British Columbia

 Investigations of connections for precast concrete panel buildings have shown that it is difficult to design an embedded connection that will perform well under earthquake(more)

Subjects/Keywords: Buildings  – Earthquake effects; Earthquake engineering; Concrete panels

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APA (6th Edition):

Kallros, M. K. (1987). An experimental investigation of the behaviour of connections in thin precast concrete panels under earthquake loading . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/26707

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):

Kallros, Mikael Kaj. “An experimental investigation of the behaviour of connections in thin precast concrete panels under earthquake loading .” 1987. Thesis, University of British Columbia. Accessed January 17, 2020. http://hdl.handle.net/2429/26707.

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

MLA Handbook (7th Edition):

Kallros, Mikael Kaj. “An experimental investigation of the behaviour of connections in thin precast concrete panels under earthquake loading .” 1987. Web. 17 Jan 2020.

Vancouver:

Kallros MK. An experimental investigation of the behaviour of connections in thin precast concrete panels under earthquake loading . [Internet] [Thesis]. University of British Columbia; 1987. [cited 2020 Jan 17]. Available from: http://hdl.handle.net/2429/26707.

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

Council of Science Editors:

Kallros MK. An experimental investigation of the behaviour of connections in thin precast concrete panels under earthquake loading . [Thesis]. University of British Columbia; 1987. Available from: http://hdl.handle.net/2429/26707

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


University of British Columbia

25. Parmar, Surinder Singh. 2-D non-linear seismic analysis of one-storey eccentric precast concrete buildings .

Degree: 1987, University of British Columbia

 Investigations into the behaviour of precast buildings under earthquake loading have shown that the connections are likely to be the weakest link in a pre-cast… (more)

Subjects/Keywords: Precast concrete construction; Buildings  – Earthquake effects; Earthquake resistant design

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APA (6th Edition):

Parmar, S. S. (1987). 2-D non-linear seismic analysis of one-storey eccentric precast concrete buildings . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/26728

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):

Parmar, Surinder Singh. “2-D non-linear seismic analysis of one-storey eccentric precast concrete buildings .” 1987. Thesis, University of British Columbia. Accessed January 17, 2020. http://hdl.handle.net/2429/26728.

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

MLA Handbook (7th Edition):

Parmar, Surinder Singh. “2-D non-linear seismic analysis of one-storey eccentric precast concrete buildings .” 1987. Web. 17 Jan 2020.

Vancouver:

Parmar SS. 2-D non-linear seismic analysis of one-storey eccentric precast concrete buildings . [Internet] [Thesis]. University of British Columbia; 1987. [cited 2020 Jan 17]. Available from: http://hdl.handle.net/2429/26728.

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

Council of Science Editors:

Parmar SS. 2-D non-linear seismic analysis of one-storey eccentric precast concrete buildings . [Thesis]. University of British Columbia; 1987. Available from: http://hdl.handle.net/2429/26728

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

26. Yuen, Yu Ping. Seismic performance and failure mechanisms of infilled RC frames : numerical simulation and theoretical modelling.

Degree: 2012, Hong Kong University of Science and Technology

 Reinforced concrete infilled-frame structures are recognised as amongst the most common structural forms of buildings in the world. Although this structural form has been adopted… (more)

Subjects/Keywords: Buildings, Reinforced concrete ; Earthquake effects ; Mathematical models ; Structural failures ; Fracture mechanics ; Structural frames ; Earthquake resistant design

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APA (6th Edition):

Yuen, Y. P. (2012). Seismic performance and failure mechanisms of infilled RC frames : numerical simulation and theoretical modelling. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-73382 ; https://doi.org/10.14711/thesis-b1198243 ; http://repository.ust.hk/ir/bitstream/1783.1-73382/1/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):

Yuen, Yu Ping. “Seismic performance and failure mechanisms of infilled RC frames : numerical simulation and theoretical modelling.” 2012. Thesis, Hong Kong University of Science and Technology. Accessed January 17, 2020. http://repository.ust.hk/ir/Record/1783.1-73382 ; https://doi.org/10.14711/thesis-b1198243 ; http://repository.ust.hk/ir/bitstream/1783.1-73382/1/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):

Yuen, Yu Ping. “Seismic performance and failure mechanisms of infilled RC frames : numerical simulation and theoretical modelling.” 2012. Web. 17 Jan 2020.

Vancouver:

Yuen YP. Seismic performance and failure mechanisms of infilled RC frames : numerical simulation and theoretical modelling. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2012. [cited 2020 Jan 17]. Available from: http://repository.ust.hk/ir/Record/1783.1-73382 ; https://doi.org/10.14711/thesis-b1198243 ; http://repository.ust.hk/ir/bitstream/1783.1-73382/1/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:

Yuen YP. Seismic performance and failure mechanisms of infilled RC frames : numerical simulation and theoretical modelling. [Thesis]. Hong Kong University of Science and Technology; 2012. Available from: http://repository.ust.hk/ir/Record/1783.1-73382 ; https://doi.org/10.14711/thesis-b1198243 ; http://repository.ust.hk/ir/bitstream/1783.1-73382/1/th_redirect.html

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


Queensland University of Technology

27. Bugeja, Michael. Inelastic earthquake response of asymmetric structures.

Degree: 1996, Queensland University of Technology

Subjects/Keywords: Buildings Earthquake effects Testing; thesis; masters

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APA (6th Edition):

Bugeja, M. (1996). Inelastic earthquake response of asymmetric structures. (Thesis). Queensland University of Technology. Retrieved from http://eprints.qut.edu.au/36027/

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):

Bugeja, Michael. “Inelastic earthquake response of asymmetric structures.” 1996. Thesis, Queensland University of Technology. Accessed January 17, 2020. http://eprints.qut.edu.au/36027/.

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

MLA Handbook (7th Edition):

Bugeja, Michael. “Inelastic earthquake response of asymmetric structures.” 1996. Web. 17 Jan 2020.

Vancouver:

Bugeja M. Inelastic earthquake response of asymmetric structures. [Internet] [Thesis]. Queensland University of Technology; 1996. [cited 2020 Jan 17]. Available from: http://eprints.qut.edu.au/36027/.

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

Council of Science Editors:

Bugeja M. Inelastic earthquake response of asymmetric structures. [Thesis]. Queensland University of Technology; 1996. Available from: http://eprints.qut.edu.au/36027/

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


McGill University

28. Petalas, Nicholas. Nonlinear seismic response of wall-frame structures.

Degree: M. Eng., Department of Civil Engineering and Applied Mechanics, 1979, McGill University

Subjects/Keywords: Buildings  – Earthquake effects.; Shear (Mechanics); Walls.

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APA (6th Edition):

Petalas, N. (1979). Nonlinear seismic response of wall-frame structures. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile52442.pdf

Chicago Manual of Style (16th Edition):

Petalas, Nicholas. “Nonlinear seismic response of wall-frame structures.” 1979. Masters Thesis, McGill University. Accessed January 17, 2020. http://digitool.library.mcgill.ca/thesisfile52442.pdf.

MLA Handbook (7th Edition):

Petalas, Nicholas. “Nonlinear seismic response of wall-frame structures.” 1979. Web. 17 Jan 2020.

Vancouver:

Petalas N. Nonlinear seismic response of wall-frame structures. [Internet] [Masters thesis]. McGill University; 1979. [cited 2020 Jan 17]. Available from: http://digitool.library.mcgill.ca/thesisfile52442.pdf.

Council of Science Editors:

Petalas N. Nonlinear seismic response of wall-frame structures. [Masters Thesis]. McGill University; 1979. Available from: http://digitool.library.mcgill.ca/thesisfile52442.pdf


Kansas State University

29. Mumtaz, Rizwan. Seismic considerations in the design of reinforced concrete multi-story structures.

Degree: 1984, Kansas State University

Subjects/Keywords: Buildings – Earthquake effects; Reinforced concrete construction

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

APA (6th Edition):

Mumtaz, R. (1984). Seismic considerations in the design of reinforced concrete multi-story structures. (Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/9770

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):

Mumtaz, Rizwan. “Seismic considerations in the design of reinforced concrete multi-story structures.” 1984. Thesis, Kansas State University. Accessed January 17, 2020. http://hdl.handle.net/2097/9770.

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

MLA Handbook (7th Edition):

Mumtaz, Rizwan. “Seismic considerations in the design of reinforced concrete multi-story structures.” 1984. Web. 17 Jan 2020.

Vancouver:

Mumtaz R. Seismic considerations in the design of reinforced concrete multi-story structures. [Internet] [Thesis]. Kansas State University; 1984. [cited 2020 Jan 17]. Available from: http://hdl.handle.net/2097/9770.

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

Council of Science Editors:

Mumtaz R. Seismic considerations in the design of reinforced concrete multi-story structures. [Thesis]. Kansas State University; 1984. Available from: http://hdl.handle.net/2097/9770

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


New Jersey Institute of Technology

30. Mehta, Sanjay. Unreinforced masonry structures : nonlinear analysis and evaluation of some rehab schemes.

Degree: PhD, Civil and Environmental Engineering, 1993, New Jersey Institute of Technology

  Unreinforced masonry (URM) structures have been a common type of construction in the past and are still used in regions of low seismicity. Retrofitting… (more)

Subjects/Keywords: Buildings – Earthquake effects.; Masonry.; Civil Engineering

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

APA (6th Edition):

Mehta, S. (1993). Unreinforced masonry structures : nonlinear analysis and evaluation of some rehab schemes. (Doctoral Dissertation). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/dissertations/1180

Chicago Manual of Style (16th Edition):

Mehta, Sanjay. “Unreinforced masonry structures : nonlinear analysis and evaluation of some rehab schemes.” 1993. Doctoral Dissertation, New Jersey Institute of Technology. Accessed January 17, 2020. https://digitalcommons.njit.edu/dissertations/1180.

MLA Handbook (7th Edition):

Mehta, Sanjay. “Unreinforced masonry structures : nonlinear analysis and evaluation of some rehab schemes.” 1993. Web. 17 Jan 2020.

Vancouver:

Mehta S. Unreinforced masonry structures : nonlinear analysis and evaluation of some rehab schemes. [Internet] [Doctoral dissertation]. New Jersey Institute of Technology; 1993. [cited 2020 Jan 17]. Available from: https://digitalcommons.njit.edu/dissertations/1180.

Council of Science Editors:

Mehta S. Unreinforced masonry structures : nonlinear analysis and evaluation of some rehab schemes. [Doctoral Dissertation]. New Jersey Institute of Technology; 1993. Available from: https://digitalcommons.njit.edu/dissertations/1180

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