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You searched for subject:(soil structure interaction). Showing records 1 – 30 of 236 total matches.

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University of Hong Kong

1. 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 25, 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. 25 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 25]. 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


University of California – Berkeley

2. Mason, Henry Benjamin. Seismic Performance Assessment in Dense Urban Environments.

Degree: Civil and Environmental Engineering, 2011, University of California – Berkeley

 In seismically active, densely populated areas, buildings within a city block interact with one another during an earthquake. This phenomenon, whereby two adjacent buildings interact… (more)

Subjects/Keywords: Civil engineering; Earthquake motion selection; Geotechnical centrifuge testing; Soil-foundation-structure interaction; Soil-structure interaction; Structure-soil-structure interaction

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APA (6th Edition):

Mason, H. B. (2011). Seismic Performance Assessment in Dense Urban Environments. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/3z96n4fr

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):

Mason, Henry Benjamin. “Seismic Performance Assessment in Dense Urban Environments.” 2011. Thesis, University of California – Berkeley. Accessed January 25, 2020. http://www.escholarship.org/uc/item/3z96n4fr.

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

MLA Handbook (7th Edition):

Mason, Henry Benjamin. “Seismic Performance Assessment in Dense Urban Environments.” 2011. Web. 25 Jan 2020.

Vancouver:

Mason HB. Seismic Performance Assessment in Dense Urban Environments. [Internet] [Thesis]. University of California – Berkeley; 2011. [cited 2020 Jan 25]. Available from: http://www.escholarship.org/uc/item/3z96n4fr.

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

Council of Science Editors:

Mason HB. Seismic Performance Assessment in Dense Urban Environments. [Thesis]. University of California – Berkeley; 2011. Available from: http://www.escholarship.org/uc/item/3z96n4fr

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

3. Kerner, Laura. Interaction sol-structure sous sollicitations cycliques dynamiques : Application aux éoliennes offshore fondées sur monopieu : Soil-structure interaction under cyclic dynamic loads : Application to offshore wind turbines with monopile foundation.

Degree: Docteur es, Géotechnique, 2017, Université Paris-Est

Ce travail de thèse s’articule autour de la problématique de l’évolution de la première fréquence propre d’une éolienne en mer au cours de sa durée… (more)

Subjects/Keywords: Interaction sol-Structure; Dynamique; Offshore; Soil-Structure interaction; Dynamics; Offshore

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APA (6th Edition):

Kerner, L. (2017). Interaction sol-structure sous sollicitations cycliques dynamiques : Application aux éoliennes offshore fondées sur monopieu : Soil-structure interaction under cyclic dynamic loads : Application to offshore wind turbines with monopile foundation. (Doctoral Dissertation). Université Paris-Est. Retrieved from http://www.theses.fr/2017PESC1118

Chicago Manual of Style (16th Edition):

Kerner, Laura. “Interaction sol-structure sous sollicitations cycliques dynamiques : Application aux éoliennes offshore fondées sur monopieu : Soil-structure interaction under cyclic dynamic loads : Application to offshore wind turbines with monopile foundation.” 2017. Doctoral Dissertation, Université Paris-Est. Accessed January 25, 2020. http://www.theses.fr/2017PESC1118.

MLA Handbook (7th Edition):

Kerner, Laura. “Interaction sol-structure sous sollicitations cycliques dynamiques : Application aux éoliennes offshore fondées sur monopieu : Soil-structure interaction under cyclic dynamic loads : Application to offshore wind turbines with monopile foundation.” 2017. Web. 25 Jan 2020.

Vancouver:

Kerner L. Interaction sol-structure sous sollicitations cycliques dynamiques : Application aux éoliennes offshore fondées sur monopieu : Soil-structure interaction under cyclic dynamic loads : Application to offshore wind turbines with monopile foundation. [Internet] [Doctoral dissertation]. Université Paris-Est; 2017. [cited 2020 Jan 25]. Available from: http://www.theses.fr/2017PESC1118.

Council of Science Editors:

Kerner L. Interaction sol-structure sous sollicitations cycliques dynamiques : Application aux éoliennes offshore fondées sur monopieu : Soil-structure interaction under cyclic dynamic loads : Application to offshore wind turbines with monopile foundation. [Doctoral Dissertation]. Université Paris-Est; 2017. Available from: http://www.theses.fr/2017PESC1118


University of Alberta

4. Brandt, Jose Roberto Thedim. Behaviour of soil-concrete interfaces.

Degree: PhD, Department of Civil Engineering, 1985, University of Alberta

Subjects/Keywords: Soil-structure interaction.

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APA (6th Edition):

Brandt, J. R. T. (1985). Behaviour of soil-concrete interfaces. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/2b88qf638

Chicago Manual of Style (16th Edition):

Brandt, Jose Roberto Thedim. “Behaviour of soil-concrete interfaces.” 1985. Doctoral Dissertation, University of Alberta. Accessed January 25, 2020. https://era.library.ualberta.ca/files/2b88qf638.

MLA Handbook (7th Edition):

Brandt, Jose Roberto Thedim. “Behaviour of soil-concrete interfaces.” 1985. Web. 25 Jan 2020.

Vancouver:

Brandt JRT. Behaviour of soil-concrete interfaces. [Internet] [Doctoral dissertation]. University of Alberta; 1985. [cited 2020 Jan 25]. Available from: https://era.library.ualberta.ca/files/2b88qf638.

Council of Science Editors:

Brandt JRT. Behaviour of soil-concrete interfaces. [Doctoral Dissertation]. University of Alberta; 1985. Available from: https://era.library.ualberta.ca/files/2b88qf638


University of Auckland

5. 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 (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 25, 2020. http://hdl.handle.net/2292/3428.

MLA Handbook (7th Edition):

Wotherspoon, Liam M. “Integrated modelling of structure-foundation systems.” 2009. Web. 25 Jan 2020.

Vancouver:

Wotherspoon LM. Integrated modelling of structure-foundation systems. [Internet] [Doctoral dissertation]. University of Auckland; 2009. [cited 2020 Jan 25]. 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


University of Technology, Sydney

6. Sadeghi Hokmabadi, A. Effect of dynamic soil-pile-structure interaction on seismic response of mid-rise moment resisting frames.

Degree: 2014, University of Technology, Sydney

 Seismic behaviour of structures built on soft soils is influenced by the soil properties and the foundation type, where the response is significantly different from… (more)

Subjects/Keywords: Soil–pile–structure interaction.; Seismic response.; Shaking table test.; Soil-structure interaction.

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APA (6th Edition):

Sadeghi Hokmabadi, A. (2014). Effect of dynamic soil-pile-structure interaction on seismic response of mid-rise moment resisting frames. (Thesis). University of Technology, Sydney. Retrieved from http://hdl.handle.net/10453/29222

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):

Sadeghi Hokmabadi, A. “Effect of dynamic soil-pile-structure interaction on seismic response of mid-rise moment resisting frames.” 2014. Thesis, University of Technology, Sydney. Accessed January 25, 2020. http://hdl.handle.net/10453/29222.

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

MLA Handbook (7th Edition):

Sadeghi Hokmabadi, A. “Effect of dynamic soil-pile-structure interaction on seismic response of mid-rise moment resisting frames.” 2014. Web. 25 Jan 2020.

Vancouver:

Sadeghi Hokmabadi A. Effect of dynamic soil-pile-structure interaction on seismic response of mid-rise moment resisting frames. [Internet] [Thesis]. University of Technology, Sydney; 2014. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/10453/29222.

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

Council of Science Editors:

Sadeghi Hokmabadi A. Effect of dynamic soil-pile-structure interaction on seismic response of mid-rise moment resisting frames. [Thesis]. University of Technology, Sydney; 2014. Available from: http://hdl.handle.net/10453/29222

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


Université de Grenoble

7. Iqbal, Javed. Contribution à l'analyse des effets macroscopiques de l'interaction structure-sol-structure par modélisation simplifiée en éléments spectraux : Contribution to the analysis of macroscopic effects of Structure-Soil-Structure interaction through simplified modeling by spectral elements method.

Degree: Docteur es, Sciences de la terre et de l'univers, et de l'environnement, 2014, Université de Grenoble

Ce travail de thèse présente une contribution à l'analyse des effets dynamiques des interactions sol-structure sur le mouvement sismique du sol et des bâtiments. Il… (more)

Subjects/Keywords: Modélisation; Interaction structure-sol-structure; Mouvements du sol; Sol-structure interaction; Éléments spectraux; Modeling; Structure-soil-structure interaction; Ground motion; Soil-structure interaction; Spectral element method; 550

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APA (6th Edition):

Iqbal, J. (2014). Contribution à l'analyse des effets macroscopiques de l'interaction structure-sol-structure par modélisation simplifiée en éléments spectraux : Contribution to the analysis of macroscopic effects of Structure-Soil-Structure interaction through simplified modeling by spectral elements method. (Doctoral Dissertation). Université de Grenoble. Retrieved from http://www.theses.fr/2014GRENU030

Chicago Manual of Style (16th Edition):

Iqbal, Javed. “Contribution à l'analyse des effets macroscopiques de l'interaction structure-sol-structure par modélisation simplifiée en éléments spectraux : Contribution to the analysis of macroscopic effects of Structure-Soil-Structure interaction through simplified modeling by spectral elements method.” 2014. Doctoral Dissertation, Université de Grenoble. Accessed January 25, 2020. http://www.theses.fr/2014GRENU030.

MLA Handbook (7th Edition):

Iqbal, Javed. “Contribution à l'analyse des effets macroscopiques de l'interaction structure-sol-structure par modélisation simplifiée en éléments spectraux : Contribution to the analysis of macroscopic effects of Structure-Soil-Structure interaction through simplified modeling by spectral elements method.” 2014. Web. 25 Jan 2020.

Vancouver:

Iqbal J. Contribution à l'analyse des effets macroscopiques de l'interaction structure-sol-structure par modélisation simplifiée en éléments spectraux : Contribution to the analysis of macroscopic effects of Structure-Soil-Structure interaction through simplified modeling by spectral elements method. [Internet] [Doctoral dissertation]. Université de Grenoble; 2014. [cited 2020 Jan 25]. Available from: http://www.theses.fr/2014GRENU030.

Council of Science Editors:

Iqbal J. Contribution à l'analyse des effets macroscopiques de l'interaction structure-sol-structure par modélisation simplifiée en éléments spectraux : Contribution to the analysis of macroscopic effects of Structure-Soil-Structure interaction through simplified modeling by spectral elements method. [Doctoral Dissertation]. Université de Grenoble; 2014. Available from: http://www.theses.fr/2014GRENU030


University of Hong Kong

8. 施漢裕.; Sze, Hon-yue. Initial shear and confining stress effects on cyclic behaviour and liquefaction resistance of sands.

Degree: PhD, 2010, University of Hong Kong

published_or_final_version

Civil Engineering

Doctoral

Doctor of Philosophy

Advisors/Committee Members: Yang, J.

Subjects/Keywords: Soil-structure interaction.; Soil liquefaction.

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APA (6th Edition):

施漢裕.; Sze, H. (2010). Initial shear and confining stress effects on cyclic behaviour and liquefaction resistance of sands. (Doctoral Dissertation). University of Hong Kong. Retrieved from Sze, H. [施漢裕]. (2010). Initial shear and confining stress effects on cyclic behaviour and liquefaction resistance of sands. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4570083 ; http://dx.doi.org/10.5353/th_b4570083 ; http://hdl.handle.net/10722/144768

Chicago Manual of Style (16th Edition):

施漢裕.; Sze, Hon-yue. “Initial shear and confining stress effects on cyclic behaviour and liquefaction resistance of sands.” 2010. Doctoral Dissertation, University of Hong Kong. Accessed January 25, 2020. Sze, H. [施漢裕]. (2010). Initial shear and confining stress effects on cyclic behaviour and liquefaction resistance of sands. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4570083 ; http://dx.doi.org/10.5353/th_b4570083 ; http://hdl.handle.net/10722/144768.

MLA Handbook (7th Edition):

施漢裕.; Sze, Hon-yue. “Initial shear and confining stress effects on cyclic behaviour and liquefaction resistance of sands.” 2010. Web. 25 Jan 2020.

Vancouver:

施漢裕.; Sze H. Initial shear and confining stress effects on cyclic behaviour and liquefaction resistance of sands. [Internet] [Doctoral dissertation]. University of Hong Kong; 2010. [cited 2020 Jan 25]. Available from: Sze, H. [施漢裕]. (2010). Initial shear and confining stress effects on cyclic behaviour and liquefaction resistance of sands. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4570083 ; http://dx.doi.org/10.5353/th_b4570083 ; http://hdl.handle.net/10722/144768.

Council of Science Editors:

施漢裕.; Sze H. Initial shear and confining stress effects on cyclic behaviour and liquefaction resistance of sands. [Doctoral Dissertation]. University of Hong Kong; 2010. Available from: Sze, H. [施漢裕]. (2010). Initial shear and confining stress effects on cyclic behaviour and liquefaction resistance of sands. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4570083 ; http://dx.doi.org/10.5353/th_b4570083 ; http://hdl.handle.net/10722/144768


University of Toronto

9. Chai, Seok Hyeon. Simplified Model for Nonlinear Frequency-dependent Soil with Shallow Foundation.

Degree: 2016, University of Toronto

This thesis introduces a new approach to seismic Soil-Structure Interaction (SSI) analysis method for shallow foundation using simplified models. The study is inspired by the… (more)

Subjects/Keywords: Frequency dependent soil; Macroelement; Shallow foundation; Soil-Structure Interaction; 0543

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APA (6th Edition):

Chai, S. H. (2016). Simplified Model for Nonlinear Frequency-dependent Soil with Shallow Foundation. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/71671

Chicago Manual of Style (16th Edition):

Chai, Seok Hyeon. “Simplified Model for Nonlinear Frequency-dependent Soil with Shallow Foundation.” 2016. Masters Thesis, University of Toronto. Accessed January 25, 2020. http://hdl.handle.net/1807/71671.

MLA Handbook (7th Edition):

Chai, Seok Hyeon. “Simplified Model for Nonlinear Frequency-dependent Soil with Shallow Foundation.” 2016. Web. 25 Jan 2020.

Vancouver:

Chai SH. Simplified Model for Nonlinear Frequency-dependent Soil with Shallow Foundation. [Internet] [Masters thesis]. University of Toronto; 2016. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/1807/71671.

Council of Science Editors:

Chai SH. Simplified Model for Nonlinear Frequency-dependent Soil with Shallow Foundation. [Masters Thesis]. University of Toronto; 2016. Available from: http://hdl.handle.net/1807/71671


University of Technology, Sydney

10. 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 25, 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. 25 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 25]. 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 Western Australia

11. Hodder, Matthew Steven. Geotechnical analysis of offshore pipelines and steel catenary risers.

Degree: PhD, 2009, University of Western Australia

As hydrocarbon developments move further offshore into deeper water, the pipelines and risers used in the transportation of oil and gas form an increasingly significant… (more)

Subjects/Keywords: Engineering geology; Pipelines; Riser pipe; Soil-structure interaction; Pipelines; Soil-structure interaction; Soil mechanics; Offshore engineering; Geotechnical engineering; Centifuge modelling

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APA (6th Edition):

Hodder, M. S. (2009). Geotechnical analysis of offshore pipelines and steel catenary risers. (Doctoral Dissertation). University of Western Australia. Retrieved from http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=26630&local_base=GEN01-INS01

Chicago Manual of Style (16th Edition):

Hodder, Matthew Steven. “Geotechnical analysis of offshore pipelines and steel catenary risers.” 2009. Doctoral Dissertation, University of Western Australia. Accessed January 25, 2020. http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=26630&local_base=GEN01-INS01.

MLA Handbook (7th Edition):

Hodder, Matthew Steven. “Geotechnical analysis of offshore pipelines and steel catenary risers.” 2009. Web. 25 Jan 2020.

Vancouver:

Hodder MS. Geotechnical analysis of offshore pipelines and steel catenary risers. [Internet] [Doctoral dissertation]. University of Western Australia; 2009. [cited 2020 Jan 25]. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=26630&local_base=GEN01-INS01.

Council of Science Editors:

Hodder MS. Geotechnical analysis of offshore pipelines and steel catenary risers. [Doctoral Dissertation]. University of Western Australia; 2009. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=26630&local_base=GEN01-INS01


University of Texas – Austin

12. Fadaifard, Hossein. Computational two-phase flow and fluid-structure interaction with application to seabed scour.

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

 A general framework is described for the solution of two-phase fluid-object interaction problems on the basis of coupling a distributed-Lagrange-multiplier fictitious domain method and a… (more)

Subjects/Keywords: Seabed scouring; Soil flow; Soil-structure interaction; Arbitrary-Lagrangian Eulerian; Soil-structure interaction; Level-set method

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APA (6th Edition):

Fadaifard, H. (2014). Computational two-phase flow and fluid-structure interaction with application to seabed scour. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/26881

Chicago Manual of Style (16th Edition):

Fadaifard, Hossein. “Computational two-phase flow and fluid-structure interaction with application to seabed scour.” 2014. Doctoral Dissertation, University of Texas – Austin. Accessed January 25, 2020. http://hdl.handle.net/2152/26881.

MLA Handbook (7th Edition):

Fadaifard, Hossein. “Computational two-phase flow and fluid-structure interaction with application to seabed scour.” 2014. Web. 25 Jan 2020.

Vancouver:

Fadaifard H. Computational two-phase flow and fluid-structure interaction with application to seabed scour. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2014. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/2152/26881.

Council of Science Editors:

Fadaifard H. Computational two-phase flow and fluid-structure interaction with application to seabed scour. [Doctoral Dissertation]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/26881


University of Texas – Austin

13. Du, Wei, Ph. D. Mathematical modeling of the interaction between two-phase environmental flow and protective hydraulic structures.

Degree: PhD, Computational Science, Engineering, and Mathematics, 2016, University of Texas – Austin

 In August 2005, Hurricane Katrina struck the Gulf Coast of the United States. Over a thousand people lost their lives and the total damage was… (more)

Subjects/Keywords: Fluid structure interaction; Two-phase flow; Soil plasticity; Floodwall; Interaction models

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APA (6th Edition):

Du, Wei, P. D. (2016). Mathematical modeling of the interaction between two-phase environmental flow and protective hydraulic structures. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/47137

Chicago Manual of Style (16th Edition):

Du, Wei, Ph D. “Mathematical modeling of the interaction between two-phase environmental flow and protective hydraulic structures.” 2016. Doctoral Dissertation, University of Texas – Austin. Accessed January 25, 2020. http://hdl.handle.net/2152/47137.

MLA Handbook (7th Edition):

Du, Wei, Ph D. “Mathematical modeling of the interaction between two-phase environmental flow and protective hydraulic structures.” 2016. Web. 25 Jan 2020.

Vancouver:

Du, Wei PD. Mathematical modeling of the interaction between two-phase environmental flow and protective hydraulic structures. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2016. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/2152/47137.

Council of Science Editors:

Du, Wei PD. Mathematical modeling of the interaction between two-phase environmental flow and protective hydraulic structures. [Doctoral Dissertation]. University of Texas – Austin; 2016. Available from: http://hdl.handle.net/2152/47137


Université de Grenoble

14. Zhang, Xiangwei. Modélisation physique et numérique des interactions sol-structure sous sollicitations dynamiques transverses : Physical modelling of the dynamical soil-structure interactions.

Degree: Docteur es, Génie civil, 2011, Université de Grenoble

Les travaux effectués dans le cadre de cette thèse portent sur la modélisation physique etnumérique du comportement des fondations superficielles sous sollicitations transverses dynamiques.Deux nouveaux… (more)

Subjects/Keywords: Modélisation; Physique; Numérique; Dynamique; Interaction sol-structure,; Modelling; Physical; Numerical; Dynamical; Soil-structure interaction

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APA (6th Edition):

Zhang, X. (2011). Modélisation physique et numérique des interactions sol-structure sous sollicitations dynamiques transverses : Physical modelling of the dynamical soil-structure interactions. (Doctoral Dissertation). Université de Grenoble. Retrieved from http://www.theses.fr/2011GRENI084

Chicago Manual of Style (16th Edition):

Zhang, Xiangwei. “Modélisation physique et numérique des interactions sol-structure sous sollicitations dynamiques transverses : Physical modelling of the dynamical soil-structure interactions.” 2011. Doctoral Dissertation, Université de Grenoble. Accessed January 25, 2020. http://www.theses.fr/2011GRENI084.

MLA Handbook (7th Edition):

Zhang, Xiangwei. “Modélisation physique et numérique des interactions sol-structure sous sollicitations dynamiques transverses : Physical modelling of the dynamical soil-structure interactions.” 2011. Web. 25 Jan 2020.

Vancouver:

Zhang X. Modélisation physique et numérique des interactions sol-structure sous sollicitations dynamiques transverses : Physical modelling of the dynamical soil-structure interactions. [Internet] [Doctoral dissertation]. Université de Grenoble; 2011. [cited 2020 Jan 25]. Available from: http://www.theses.fr/2011GRENI084.

Council of Science Editors:

Zhang X. Modélisation physique et numérique des interactions sol-structure sous sollicitations dynamiques transverses : Physical modelling of the dynamical soil-structure interactions. [Doctoral Dissertation]. Université de Grenoble; 2011. Available from: http://www.theses.fr/2011GRENI084


University of Western Australia

15. Shiri Ghaleh Jugh, Hodjat. Influence of seabed response on fatigue performance of steel catenary risers in touchdown zone.

Degree: PhD, 2010, University of Western Australia

[Truncated abstract] The influence of the riser-seabed interaction on fatigue performance of steel catenary risers (SCRs) is now widely accepted. Due to uncertainties associated with… (more)

Subjects/Keywords: Offshore structures; Soil-structure interaction; Soil mechanics; Fluid-structure interaction; Offshore structures; Underwater pipelines; Riser pipe; Steel catenary riser; Fatigue; Seabed interaction; Touchdown; Seabed trench; Pipe-soil interaction

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APA (6th Edition):

Shiri Ghaleh Jugh, H. (2010). Influence of seabed response on fatigue performance of steel catenary risers in touchdown zone. (Doctoral Dissertation). University of Western Australia. Retrieved from http://repository.uwa.edu.au/R/-?func=dbin-jump-full&local_base=GEN01-INS01&object_id= ; http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=29977&local_base=GEN01-INS01

Chicago Manual of Style (16th Edition):

Shiri Ghaleh Jugh, Hodjat. “Influence of seabed response on fatigue performance of steel catenary risers in touchdown zone.” 2010. Doctoral Dissertation, University of Western Australia. Accessed January 25, 2020. http://repository.uwa.edu.au/R/-?func=dbin-jump-full&local_base=GEN01-INS01&object_id= ; http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=29977&local_base=GEN01-INS01.

MLA Handbook (7th Edition):

Shiri Ghaleh Jugh, Hodjat. “Influence of seabed response on fatigue performance of steel catenary risers in touchdown zone.” 2010. Web. 25 Jan 2020.

Vancouver:

Shiri Ghaleh Jugh H. Influence of seabed response on fatigue performance of steel catenary risers in touchdown zone. [Internet] [Doctoral dissertation]. University of Western Australia; 2010. [cited 2020 Jan 25]. Available from: http://repository.uwa.edu.au/R/-?func=dbin-jump-full&local_base=GEN01-INS01&object_id= ; http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=29977&local_base=GEN01-INS01.

Council of Science Editors:

Shiri Ghaleh Jugh H. Influence of seabed response on fatigue performance of steel catenary risers in touchdown zone. [Doctoral Dissertation]. University of Western Australia; 2010. Available from: http://repository.uwa.edu.au/R/-?func=dbin-jump-full&local_base=GEN01-INS01&object_id= ; http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=29977&local_base=GEN01-INS01

16. Nieto ferro, Alex. Nonlinear Dynamic Soil-Structure Interaction in Earthquake Engineering : Interaction sol-structure non-linéaire en analyse sismique.

Degree: Docteur es, Mécanique, 2013, Châtenay-Malabry, Ecole centrale de Paris

Ce travail détaille une approche de calcul pour la résolution de problèmes dynamiques qui combinent des discrétisations en temps et dans le domaine de Laplace… (more)

Subjects/Keywords: Interaction sol-structure; Impédance de sol; Dynamique non-linéaire; Soil-structure interaction; Soil impedance; Nonlinear dynamics

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APA (6th Edition):

Nieto ferro, A. (2013). Nonlinear Dynamic Soil-Structure Interaction in Earthquake Engineering : Interaction sol-structure non-linéaire en analyse sismique. (Doctoral Dissertation). Châtenay-Malabry, Ecole centrale de Paris. Retrieved from http://www.theses.fr/2013ECAP0006

Chicago Manual of Style (16th Edition):

Nieto ferro, Alex. “Nonlinear Dynamic Soil-Structure Interaction in Earthquake Engineering : Interaction sol-structure non-linéaire en analyse sismique.” 2013. Doctoral Dissertation, Châtenay-Malabry, Ecole centrale de Paris. Accessed January 25, 2020. http://www.theses.fr/2013ECAP0006.

MLA Handbook (7th Edition):

Nieto ferro, Alex. “Nonlinear Dynamic Soil-Structure Interaction in Earthquake Engineering : Interaction sol-structure non-linéaire en analyse sismique.” 2013. Web. 25 Jan 2020.

Vancouver:

Nieto ferro A. Nonlinear Dynamic Soil-Structure Interaction in Earthquake Engineering : Interaction sol-structure non-linéaire en analyse sismique. [Internet] [Doctoral dissertation]. Châtenay-Malabry, Ecole centrale de Paris; 2013. [cited 2020 Jan 25]. Available from: http://www.theses.fr/2013ECAP0006.

Council of Science Editors:

Nieto ferro A. Nonlinear Dynamic Soil-Structure Interaction in Earthquake Engineering : Interaction sol-structure non-linéaire en analyse sismique. [Doctoral Dissertation]. Châtenay-Malabry, Ecole centrale de Paris; 2013. Available from: http://www.theses.fr/2013ECAP0006


UCLA

17. Turner, Benjamin. Kinematic Pile-Soil Interaction in Liquefied and Nonliquefied Ground.

Degree: Civil Engineering, 2016, UCLA

 In Part I of this dissertation, equivalent static analysis (ESA) procedures for computing foundation demands during lateral spreading are applied to two parallel bridges that… (more)

Subjects/Keywords: Civil engineering; Deep foundations; Earthquake Engineering; Geotechnical earthquake engineering; Kinematic soil-structure interaction; Pile foundations; Soil-structure interaction

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APA (6th Edition):

Turner, B. (2016). Kinematic Pile-Soil Interaction in Liquefied and Nonliquefied Ground. (Thesis). UCLA. Retrieved from http://www.escholarship.org/uc/item/24v817mp

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):

Turner, Benjamin. “Kinematic Pile-Soil Interaction in Liquefied and Nonliquefied Ground.” 2016. Thesis, UCLA. Accessed January 25, 2020. http://www.escholarship.org/uc/item/24v817mp.

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

MLA Handbook (7th Edition):

Turner, Benjamin. “Kinematic Pile-Soil Interaction in Liquefied and Nonliquefied Ground.” 2016. Web. 25 Jan 2020.

Vancouver:

Turner B. Kinematic Pile-Soil Interaction in Liquefied and Nonliquefied Ground. [Internet] [Thesis]. UCLA; 2016. [cited 2020 Jan 25]. Available from: http://www.escholarship.org/uc/item/24v817mp.

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

Council of Science Editors:

Turner B. Kinematic Pile-Soil Interaction in Liquefied and Nonliquefied Ground. [Thesis]. UCLA; 2016. Available from: http://www.escholarship.org/uc/item/24v817mp

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


University of Alberta

18. Elkateb, Tamer M. Quantification of soil heterogeneity.

Degree: PhD, Department of Civil and Environmental Engineering, 2003, University of Alberta

Subjects/Keywords: Soil-structure interaction.; Foundations.; Soil mechanics.; Soil structure.

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APA (6th Edition):

Elkateb, T. M. (2003). Quantification of soil heterogeneity. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/h989r5222

Chicago Manual of Style (16th Edition):

Elkateb, Tamer M. “Quantification of soil heterogeneity.” 2003. Doctoral Dissertation, University of Alberta. Accessed January 25, 2020. https://era.library.ualberta.ca/files/h989r5222.

MLA Handbook (7th Edition):

Elkateb, Tamer M. “Quantification of soil heterogeneity.” 2003. Web. 25 Jan 2020.

Vancouver:

Elkateb TM. Quantification of soil heterogeneity. [Internet] [Doctoral dissertation]. University of Alberta; 2003. [cited 2020 Jan 25]. Available from: https://era.library.ualberta.ca/files/h989r5222.

Council of Science Editors:

Elkateb TM. Quantification of soil heterogeneity. [Doctoral Dissertation]. University of Alberta; 2003. Available from: https://era.library.ualberta.ca/files/h989r5222


University of Maine

19. Helderman, Leo N. Improvement of Soil Spring Model for the Analysis of Buried Arch Structures.

Degree: MS, Civil Engineering, 2016, University of Maine

  The University of Maine has developed concrete filled fiber-reinforced polymer (FRP) tubes (CFFTs) for use in bridge construction. A finite element model was previously… (more)

Subjects/Keywords: Soil Spring; Soil structure interaction; Buried Arch; Composite arch; CFFT; Civil Engineering

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

APA (6th Edition):

Helderman, L. N. (2016). Improvement of Soil Spring Model for the Analysis of Buried Arch Structures. (Masters Thesis). University of Maine. Retrieved from https://digitalcommons.library.umaine.edu/etd/2437

Chicago Manual of Style (16th Edition):

Helderman, Leo N. “Improvement of Soil Spring Model for the Analysis of Buried Arch Structures.” 2016. Masters Thesis, University of Maine. Accessed January 25, 2020. https://digitalcommons.library.umaine.edu/etd/2437.

MLA Handbook (7th Edition):

Helderman, Leo N. “Improvement of Soil Spring Model for the Analysis of Buried Arch Structures.” 2016. Web. 25 Jan 2020.

Vancouver:

Helderman LN. Improvement of Soil Spring Model for the Analysis of Buried Arch Structures. [Internet] [Masters thesis]. University of Maine; 2016. [cited 2020 Jan 25]. Available from: https://digitalcommons.library.umaine.edu/etd/2437.

Council of Science Editors:

Helderman LN. Improvement of Soil Spring Model for the Analysis of Buried Arch Structures. [Masters Thesis]. University of Maine; 2016. Available from: https://digitalcommons.library.umaine.edu/etd/2437


Cal Poly

20. Crosariol, Victor A. Scale Model Shake Table Testing of Underground Structures in Soft Clay.

Degree: MS, Civil and Environmental Engineering, 2010, Cal Poly

 Underground structures perform an important role in transportation systems in many seismically active regions around the world, but empirical data regarding the seismic behavior of… (more)

Subjects/Keywords: Soil Structure Interaction; Shake Table; earthquake; soil; tunnel; Geotechnical Engineering; Structural Engineering

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

APA (6th Edition):

Crosariol, V. A. (2010). Scale Model Shake Table Testing of Underground Structures in Soft Clay. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/322 ; 10.15368/theses.2010.91

Chicago Manual of Style (16th Edition):

Crosariol, Victor A. “Scale Model Shake Table Testing of Underground Structures in Soft Clay.” 2010. Masters Thesis, Cal Poly. Accessed January 25, 2020. https://digitalcommons.calpoly.edu/theses/322 ; 10.15368/theses.2010.91.

MLA Handbook (7th Edition):

Crosariol, Victor A. “Scale Model Shake Table Testing of Underground Structures in Soft Clay.” 2010. Web. 25 Jan 2020.

Vancouver:

Crosariol VA. Scale Model Shake Table Testing of Underground Structures in Soft Clay. [Internet] [Masters thesis]. Cal Poly; 2010. [cited 2020 Jan 25]. Available from: https://digitalcommons.calpoly.edu/theses/322 ; 10.15368/theses.2010.91.

Council of Science Editors:

Crosariol VA. Scale Model Shake Table Testing of Underground Structures in Soft Clay. [Masters Thesis]. Cal Poly; 2010. Available from: https://digitalcommons.calpoly.edu/theses/322 ; 10.15368/theses.2010.91


University of Colorado

21. Ramirez Calderon, Jenny Zulay. Performance of Inelastic Structures on Mitigated and Unmitigated Liquefiable Soils: Evaluation of Numerical Simulations with Centrifuge Tests.

Degree: PhD, 2019, University of Colorado

  A series of dynamic centrifuge experiments involving soil-foundation-mitigation-structure (SFMS) interaction on liquefiable soils are used to evaluate the ability of state-of-the-art numerical modeling in… (more)

Subjects/Keywords: centrifuge modeling; finite element analysis; liquefaction; soil constitutive models; soil-foundation-structure interaction; Civil Engineering

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APA (6th Edition):

Ramirez Calderon, J. Z. (2019). Performance of Inelastic Structures on Mitigated and Unmitigated Liquefiable Soils: Evaluation of Numerical Simulations with Centrifuge Tests. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/490

Chicago Manual of Style (16th Edition):

Ramirez Calderon, Jenny Zulay. “Performance of Inelastic Structures on Mitigated and Unmitigated Liquefiable Soils: Evaluation of Numerical Simulations with Centrifuge Tests.” 2019. Doctoral Dissertation, University of Colorado. Accessed January 25, 2020. https://scholar.colorado.edu/cven_gradetds/490.

MLA Handbook (7th Edition):

Ramirez Calderon, Jenny Zulay. “Performance of Inelastic Structures on Mitigated and Unmitigated Liquefiable Soils: Evaluation of Numerical Simulations with Centrifuge Tests.” 2019. Web. 25 Jan 2020.

Vancouver:

Ramirez Calderon JZ. Performance of Inelastic Structures on Mitigated and Unmitigated Liquefiable Soils: Evaluation of Numerical Simulations with Centrifuge Tests. [Internet] [Doctoral dissertation]. University of Colorado; 2019. [cited 2020 Jan 25]. Available from: https://scholar.colorado.edu/cven_gradetds/490.

Council of Science Editors:

Ramirez Calderon JZ. Performance of Inelastic Structures on Mitigated and Unmitigated Liquefiable Soils: Evaluation of Numerical Simulations with Centrifuge Tests. [Doctoral Dissertation]. University of Colorado; 2019. Available from: https://scholar.colorado.edu/cven_gradetds/490


Hong Kong University of Science and Technology

22. Goodwin, George Robert CIVL. Unsteady dry granular flow interaction with slit-structures.

Degree: 2018, Hong Kong University of Science and Technology

 Steep-creek hazards are a hazardous phenomenon that afflict mountainous areas across the globe. To prevent such flows from claiming lives and destroying infrastructure, active countermeasures… (more)

Subjects/Keywords: Granular flow ; Fluid-structure interaction ; Landslide hazard analysis ; Slopes (Soil mechanics) ; Soil mechanics

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APA (6th Edition):

Goodwin, G. R. C. (2018). Unsteady dry granular flow interaction with slit-structures. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-100455 ; https://doi.org/10.14711/thesis-991012633568703412 ; http://repository.ust.hk/ir/bitstream/1783.1-100455/1/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):

Goodwin, George Robert CIVL. “Unsteady dry granular flow interaction with slit-structures.” 2018. Thesis, Hong Kong University of Science and Technology. Accessed January 25, 2020. http://repository.ust.hk/ir/Record/1783.1-100455 ; https://doi.org/10.14711/thesis-991012633568703412 ; http://repository.ust.hk/ir/bitstream/1783.1-100455/1/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):

Goodwin, George Robert CIVL. “Unsteady dry granular flow interaction with slit-structures.” 2018. Web. 25 Jan 2020.

Vancouver:

Goodwin GRC. Unsteady dry granular flow interaction with slit-structures. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2018. [cited 2020 Jan 25]. Available from: http://repository.ust.hk/ir/Record/1783.1-100455 ; https://doi.org/10.14711/thesis-991012633568703412 ; http://repository.ust.hk/ir/bitstream/1783.1-100455/1/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:

Goodwin GRC. Unsteady dry granular flow interaction with slit-structures. [Thesis]. Hong Kong University of Science and Technology; 2018. Available from: http://repository.ust.hk/ir/Record/1783.1-100455 ; https://doi.org/10.14711/thesis-991012633568703412 ; http://repository.ust.hk/ir/bitstream/1783.1-100455/1/th_redirect.html

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


University of Hong Kong

23. 鄭榕明; Cheng, Yung-ming. Large strain elasto-plastic soil-structure interaction analysis.

Degree: PhD, 1992, University of Hong Kong

published_or_final_version

Civil and Structural Engineering

Doctoral

Doctor of Philosophy

Subjects/Keywords: Elastoplasticity.; Soil-structure interaction.

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APA (6th Edition):

鄭榕明; Cheng, Y. (1992). Large strain elasto-plastic soil-structure interaction analysis. (Doctoral Dissertation). University of Hong Kong. Retrieved from Cheng, Y. [鄭榕明]. (1992). Large strain elasto-plastic soil-structure interaction analysis. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3123252 ; http://dx.doi.org/10.5353/th_b3123252 ; http://hdl.handle.net/10722/34695

Chicago Manual of Style (16th Edition):

鄭榕明; Cheng, Yung-ming. “Large strain elasto-plastic soil-structure interaction analysis.” 1992. Doctoral Dissertation, University of Hong Kong. Accessed January 25, 2020. Cheng, Y. [鄭榕明]. (1992). Large strain elasto-plastic soil-structure interaction analysis. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3123252 ; http://dx.doi.org/10.5353/th_b3123252 ; http://hdl.handle.net/10722/34695.

MLA Handbook (7th Edition):

鄭榕明; Cheng, Yung-ming. “Large strain elasto-plastic soil-structure interaction analysis.” 1992. Web. 25 Jan 2020.

Vancouver:

鄭榕明; Cheng Y. Large strain elasto-plastic soil-structure interaction analysis. [Internet] [Doctoral dissertation]. University of Hong Kong; 1992. [cited 2020 Jan 25]. Available from: Cheng, Y. [鄭榕明]. (1992). Large strain elasto-plastic soil-structure interaction analysis. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3123252 ; http://dx.doi.org/10.5353/th_b3123252 ; http://hdl.handle.net/10722/34695.

Council of Science Editors:

鄭榕明; Cheng Y. Large strain elasto-plastic soil-structure interaction analysis. [Doctoral Dissertation]. University of Hong Kong; 1992. Available from: Cheng, Y. [鄭榕明]. (1992). Large strain elasto-plastic soil-structure interaction analysis. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3123252 ; http://dx.doi.org/10.5353/th_b3123252 ; http://hdl.handle.net/10722/34695


University of Technology, Sydney

24. Tabatabaiefar, SHR. Determining seismic response of mid-rise building frames considering dynamic soil-structure interaction.

Degree: 2012, University of Technology, Sydney

 Structures are often mounted on layers of soil unless bedrock is very close to the ground surface. Based on the fact that seismic waves pass… (more)

Subjects/Keywords: Soil-structure interaction.; Seismic behaviour.; Mid-rise buildings.; Earthquake resistant design.

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APA (6th Edition):

Tabatabaiefar, S. (2012). Determining seismic response of mid-rise building frames considering dynamic soil-structure interaction. (Thesis). University of Technology, Sydney. Retrieved from http://hdl.handle.net/10453/21855

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):

Tabatabaiefar, SHR. “Determining seismic response of mid-rise building frames considering dynamic soil-structure interaction.” 2012. Thesis, University of Technology, Sydney. Accessed January 25, 2020. http://hdl.handle.net/10453/21855.

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

MLA Handbook (7th Edition):

Tabatabaiefar, SHR. “Determining seismic response of mid-rise building frames considering dynamic soil-structure interaction.” 2012. Web. 25 Jan 2020.

Vancouver:

Tabatabaiefar S. Determining seismic response of mid-rise building frames considering dynamic soil-structure interaction. [Internet] [Thesis]. University of Technology, Sydney; 2012. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/10453/21855.

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

Council of Science Editors:

Tabatabaiefar S. Determining seismic response of mid-rise building frames considering dynamic soil-structure interaction. [Thesis]. University of Technology, Sydney; 2012. Available from: http://hdl.handle.net/10453/21855

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


UCLA

25. Gash, Richard J.H. On the Implementation and Applications of Discrete-Time Filters for Soil-Structure Interaction Analyses.

Degree: Civil Engineering, 2015, UCLA

 This work explores the implementation and applications of discrete-time filters as time-domain approximations of frequency-dependent foundation impedance functions for use in substructure dynamic response history… (more)

Subjects/Keywords: Civil engineering; Discrete-Time Filter; Soil-Structure Interaction; Substructure Analysis

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APA (6th Edition):

Gash, R. J. H. (2015). On the Implementation and Applications of Discrete-Time Filters for Soil-Structure Interaction Analyses. (Thesis). UCLA. Retrieved from http://www.escholarship.org/uc/item/9vv3g5gz

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):

Gash, Richard J H. “On the Implementation and Applications of Discrete-Time Filters for Soil-Structure Interaction Analyses.” 2015. Thesis, UCLA. Accessed January 25, 2020. http://www.escholarship.org/uc/item/9vv3g5gz.

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

MLA Handbook (7th Edition):

Gash, Richard J H. “On the Implementation and Applications of Discrete-Time Filters for Soil-Structure Interaction Analyses.” 2015. Web. 25 Jan 2020.

Vancouver:

Gash RJH. On the Implementation and Applications of Discrete-Time Filters for Soil-Structure Interaction Analyses. [Internet] [Thesis]. UCLA; 2015. [cited 2020 Jan 25]. Available from: http://www.escholarship.org/uc/item/9vv3g5gz.

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

Council of Science Editors:

Gash RJH. On the Implementation and Applications of Discrete-Time Filters for Soil-Structure Interaction Analyses. [Thesis]. UCLA; 2015. Available from: http://www.escholarship.org/uc/item/9vv3g5gz

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

26. Singh, Abhijeet Kumar. Evaluation of Live-Load Distribution Factors (LLDFs) of Next Beam Bridges.

Degree: MS, Civil Engineering, 2012, University of Massachusetts

  A new precast-prestressed cross section was recently developed by a consortium of engineers from the six New England states, New York and members of… (more)

Subjects/Keywords: LLDF; IAB; SOil Structure Interaction; FEM; Non Linear; Civil Engineering

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APA (6th Edition):

Singh, A. K. (2012). Evaluation of Live-Load Distribution Factors (LLDFs) of Next Beam Bridges. (Masters Thesis). University of Massachusetts. Retrieved from https://scholarworks.umass.edu/theses/816

Chicago Manual of Style (16th Edition):

Singh, Abhijeet Kumar. “Evaluation of Live-Load Distribution Factors (LLDFs) of Next Beam Bridges.” 2012. Masters Thesis, University of Massachusetts. Accessed January 25, 2020. https://scholarworks.umass.edu/theses/816.

MLA Handbook (7th Edition):

Singh, Abhijeet Kumar. “Evaluation of Live-Load Distribution Factors (LLDFs) of Next Beam Bridges.” 2012. Web. 25 Jan 2020.

Vancouver:

Singh AK. Evaluation of Live-Load Distribution Factors (LLDFs) of Next Beam Bridges. [Internet] [Masters thesis]. University of Massachusetts; 2012. [cited 2020 Jan 25]. Available from: https://scholarworks.umass.edu/theses/816.

Council of Science Editors:

Singh AK. Evaluation of Live-Load Distribution Factors (LLDFs) of Next Beam Bridges. [Masters Thesis]. University of Massachusetts; 2012. Available from: https://scholarworks.umass.edu/theses/816


Kansas State University

27. Cossel, Aaron. Analytical solutions for thermo-mechanical soil structure interaction in energy piles.

Degree: MS, Department of Civil Engineering, 2019, Kansas State University

 While traditional pile foundations have been used for many years to transfer loads from superstructures to the subsurface, energy piles became especially popular in the… (more)

Subjects/Keywords: soil structure interaction; energy pile; Thermo-Mechanical; End Bearing; Semi-Floating

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APA (6th Edition):

Cossel, A. (2019). Analytical solutions for thermo-mechanical soil structure interaction in energy piles. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/40213

Chicago Manual of Style (16th Edition):

Cossel, Aaron. “Analytical solutions for thermo-mechanical soil structure interaction in energy piles.” 2019. Masters Thesis, Kansas State University. Accessed January 25, 2020. http://hdl.handle.net/2097/40213.

MLA Handbook (7th Edition):

Cossel, Aaron. “Analytical solutions for thermo-mechanical soil structure interaction in energy piles.” 2019. Web. 25 Jan 2020.

Vancouver:

Cossel A. Analytical solutions for thermo-mechanical soil structure interaction in energy piles. [Internet] [Masters thesis]. Kansas State University; 2019. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/2097/40213.

Council of Science Editors:

Cossel A. Analytical solutions for thermo-mechanical soil structure interaction in energy piles. [Masters Thesis]. Kansas State University; 2019. Available from: http://hdl.handle.net/2097/40213


Delft University of Technology

28. Van Gorp, G.J.C. Optimization of modeling pile foundations:.

Degree: 2014, Delft University of Technology

 In this thesis different models are considered which can deal with the interaction between pile foundations and structures. This to find the most efficient way… (more)

Subjects/Keywords: Foundation piles; D-Pile; Plaxis; Scia Engineer; Soil-structure interaction

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APA (6th Edition):

Van Gorp, G. J. C. (2014). Optimization of modeling pile foundations:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:50ef019c-c341-44af-9678-e5b31d15559a

Chicago Manual of Style (16th Edition):

Van Gorp, G J C. “Optimization of modeling pile foundations:.” 2014. Masters Thesis, Delft University of Technology. Accessed January 25, 2020. http://resolver.tudelft.nl/uuid:50ef019c-c341-44af-9678-e5b31d15559a.

MLA Handbook (7th Edition):

Van Gorp, G J C. “Optimization of modeling pile foundations:.” 2014. Web. 25 Jan 2020.

Vancouver:

Van Gorp GJC. Optimization of modeling pile foundations:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2020 Jan 25]. Available from: http://resolver.tudelft.nl/uuid:50ef019c-c341-44af-9678-e5b31d15559a.

Council of Science Editors:

Van Gorp GJC. Optimization of modeling pile foundations:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:50ef019c-c341-44af-9678-e5b31d15559a


Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

29. Lesgidis, Nikolaos. Seismic risk assessment of bridges considering soil-structure interaction by means of a frequency - and intensity - dependent order reduction.

Degree: 2018, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

It has been shown that soil-structure interaction (SSI) can lead to a significant alteration of the response of a bridge structure under earthquake loading. The… (more)

Subjects/Keywords: αλληλεπίδραση εδάφους κατασκευής; Soil structure interaction; Expert systems; Seismic risk

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APA (6th Edition):

Lesgidis, N. (2018). Seismic risk assessment of bridges considering soil-structure interaction by means of a frequency - and intensity - dependent order reduction. (Thesis). Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/43069

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):

Lesgidis, Nikolaos. “Seismic risk assessment of bridges considering soil-structure interaction by means of a frequency - and intensity - dependent order reduction.” 2018. Thesis, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Accessed January 25, 2020. http://hdl.handle.net/10442/hedi/43069.

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

MLA Handbook (7th Edition):

Lesgidis, Nikolaos. “Seismic risk assessment of bridges considering soil-structure interaction by means of a frequency - and intensity - dependent order reduction.” 2018. Web. 25 Jan 2020.

Vancouver:

Lesgidis N. Seismic risk assessment of bridges considering soil-structure interaction by means of a frequency - and intensity - dependent order reduction. [Internet] [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2018. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/10442/hedi/43069.

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

Council of Science Editors:

Lesgidis N. Seismic risk assessment of bridges considering soil-structure interaction by means of a frequency - and intensity - dependent order reduction. [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2018. Available from: http://hdl.handle.net/10442/hedi/43069

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


Clemson University

30. Shrestha, Shweta. Design and Optimization of Hybrid Foundation for Tall Wind Turbines and Development of New Foundation Through Biomimicry.

Degree: PhD, Civil Engineering, 2019, Clemson University

  This study presents a simplified geotechnical design, design optimization, and finite element modeling of the piled-raft foundation intended for a 130 m tall wind… (more)

Subjects/Keywords: biomimicry; finite element; optimization; piled-raft; soil-structure interaction; wind turbine

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

APA (6th Edition):

Shrestha, S. (2019). Design and Optimization of Hybrid Foundation for Tall Wind Turbines and Development of New Foundation Through Biomimicry. (Doctoral Dissertation). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_dissertations/2385

Chicago Manual of Style (16th Edition):

Shrestha, Shweta. “Design and Optimization of Hybrid Foundation for Tall Wind Turbines and Development of New Foundation Through Biomimicry.” 2019. Doctoral Dissertation, Clemson University. Accessed January 25, 2020. https://tigerprints.clemson.edu/all_dissertations/2385.

MLA Handbook (7th Edition):

Shrestha, Shweta. “Design and Optimization of Hybrid Foundation for Tall Wind Turbines and Development of New Foundation Through Biomimicry.” 2019. Web. 25 Jan 2020.

Vancouver:

Shrestha S. Design and Optimization of Hybrid Foundation for Tall Wind Turbines and Development of New Foundation Through Biomimicry. [Internet] [Doctoral dissertation]. Clemson University; 2019. [cited 2020 Jan 25]. Available from: https://tigerprints.clemson.edu/all_dissertations/2385.

Council of Science Editors:

Shrestha S. Design and Optimization of Hybrid Foundation for Tall Wind Turbines and Development of New Foundation Through Biomimicry. [Doctoral Dissertation]. Clemson University; 2019. Available from: https://tigerprints.clemson.edu/all_dissertations/2385

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