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You searched for subject:(Soil structure interaction). Showing records 1 – 30 of 275 total matches.

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Colorado School of Mines

1. Stewart, Jared Andrew. Elastoplastic bounding surface macroelement model for dynamic soil-structure interaction analysis.

Degree: PhD, Civil and Environmental Engineering, 2020, Colorado School of Mines

 Soils deform as they receive loads from a supported structure. Deformations at the foundations cause the distribution of the loads within the structure to change,… (more)

Subjects/Keywords: macroelement; associative; soil-structure interaction

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APA (6th Edition):

Stewart, J. A. (2020). Elastoplastic bounding surface macroelement model for dynamic soil-structure interaction analysis. (Doctoral Dissertation). Colorado School of Mines. Retrieved from http://hdl.handle.net/11124/174074

Chicago Manual of Style (16th Edition):

Stewart, Jared Andrew. “Elastoplastic bounding surface macroelement model for dynamic soil-structure interaction analysis.” 2020. Doctoral Dissertation, Colorado School of Mines. Accessed October 24, 2020. http://hdl.handle.net/11124/174074.

MLA Handbook (7th Edition):

Stewart, Jared Andrew. “Elastoplastic bounding surface macroelement model for dynamic soil-structure interaction analysis.” 2020. Web. 24 Oct 2020.

Vancouver:

Stewart JA. Elastoplastic bounding surface macroelement model for dynamic soil-structure interaction analysis. [Internet] [Doctoral dissertation]. Colorado School of Mines; 2020. [cited 2020 Oct 24]. Available from: http://hdl.handle.net/11124/174074.

Council of Science Editors:

Stewart JA. Elastoplastic bounding surface macroelement model for dynamic soil-structure interaction analysis. [Doctoral Dissertation]. Colorado School of Mines; 2020. Available from: http://hdl.handle.net/11124/174074


Delft University of Technology

2. Odijk, T. (author). Cooltower Rotterdam: Structural behavior of a high-rise structure on compressible soil.

Degree: 2017, Delft University of Technology

 In Rotterdam underneath the first load bearing sand layer is a layer of compressible soil, called the "Kedichem" layer. Under this layer of compresible soil(more)

Subjects/Keywords: high-rise; soil-structure interaction

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APA (6th Edition):

Odijk, T. (. (2017). Cooltower Rotterdam: Structural behavior of a high-rise structure on compressible soil. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:aca22272-5879-4b97-a0f8-71b69fa06536

Chicago Manual of Style (16th Edition):

Odijk, T (author). “Cooltower Rotterdam: Structural behavior of a high-rise structure on compressible soil.” 2017. Masters Thesis, Delft University of Technology. Accessed October 24, 2020. http://resolver.tudelft.nl/uuid:aca22272-5879-4b97-a0f8-71b69fa06536.

MLA Handbook (7th Edition):

Odijk, T (author). “Cooltower Rotterdam: Structural behavior of a high-rise structure on compressible soil.” 2017. Web. 24 Oct 2020.

Vancouver:

Odijk T(. Cooltower Rotterdam: Structural behavior of a high-rise structure on compressible soil. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Oct 24]. Available from: http://resolver.tudelft.nl/uuid:aca22272-5879-4b97-a0f8-71b69fa06536.

Council of Science Editors:

Odijk T(. Cooltower Rotterdam: Structural behavior of a high-rise structure on compressible soil. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:aca22272-5879-4b97-a0f8-71b69fa06536


University of California – Berkeley

3. 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 October 24, 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. 24 Oct 2020.

Vancouver:

Mason HB. Seismic Performance Assessment in Dense Urban Environments. [Internet] [Thesis]. University of California – Berkeley; 2011. [cited 2020 Oct 24]. 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

4. 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 October 24, 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. 24 Oct 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 Oct 24]. 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 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 October 24, 2020. http://hdl.handle.net/2292/3428.

MLA Handbook (7th Edition):

Wotherspoon, Liam M. “Integrated modelling of structure-foundation systems.” 2009. Web. 24 Oct 2020.

Vancouver:

Wotherspoon LM. Integrated modelling of structure-foundation systems. [Internet] [Doctoral dissertation]. University of Auckland; 2009. [cited 2020 Oct 24]. 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 Alberta

6. 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 October 24, 2020. https://era.library.ualberta.ca/files/2b88qf638.

MLA Handbook (7th Edition):

Brandt, Jose Roberto Thedim. “Behaviour of soil-concrete interfaces.” 1985. Web. 24 Oct 2020.

Vancouver:

Brandt JRT. Behaviour of soil-concrete interfaces. [Internet] [Doctoral dissertation]. University of Alberta; 1985. [cited 2020 Oct 24]. 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 Technology, Sydney

7. 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 October 24, 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. 24 Oct 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 Oct 24]. 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

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

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 October 24, 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. 24 Oct 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 Oct 24]. 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 Texas – Austin

9. 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 October 24, 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. 24 Oct 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 Oct 24]. 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 Hong Kong

10. Sze, Hon-yue. Initial shear and confining stress effects on cyclic behaviour and liquefaction resistance of sands.

Degree: 2010, University of Hong Kong

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

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APA (6th Edition):

Sze, H. (2010). Initial shear and confining stress effects on cyclic behaviour and liquefaction resistance of sands. (Thesis). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/144768

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):

Sze, Hon-yue. “Initial shear and confining stress effects on cyclic behaviour and liquefaction resistance of sands.” 2010. Thesis, University of Hong Kong. Accessed October 24, 2020. http://hdl.handle.net/10722/144768.

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

MLA Handbook (7th Edition):

Sze, Hon-yue. “Initial shear and confining stress effects on cyclic behaviour and liquefaction resistance of sands.” 2010. Web. 24 Oct 2020.

Vancouver:

Sze H. Initial shear and confining stress effects on cyclic behaviour and liquefaction resistance of sands. [Internet] [Thesis]. University of Hong Kong; 2010. [cited 2020 Oct 24]. Available from: http://hdl.handle.net/10722/144768.

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

Council of Science Editors:

Sze H. Initial shear and confining stress effects on cyclic behaviour and liquefaction resistance of sands. [Thesis]. University of Hong Kong; 2010. Available from: http://hdl.handle.net/10722/144768

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


University of Toronto

11. 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 October 24, 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. 24 Oct 2020.

Vancouver:

Chai SH. Simplified Model for Nonlinear Frequency-dependent Soil with Shallow Foundation. [Internet] [Masters thesis]. University of Toronto; 2016. [cited 2020 Oct 24]. 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

12. 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 October 24, 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. 24 Oct 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 Oct 24]. 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


Delft University of Technology

13. Kofou, Stavroula (author). Combined Earthquake & Wave action on Offshore Wind Turbine Monopile Foundation: A numerical investigation of the contribution of hydrodynamic and soil radiation damping to the response of the structure.

Degree: 2019, Delft University of Technology

The offshore wind industry has been extended over the last years in areas of active seismicity, such as East Asia, where the design of offshore… (more)

Subjects/Keywords: Soil-Structure Interaction; soil damping; hydrodynamic damping; Earthquake; frequency-dependent

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APA (6th Edition):

Kofou, S. (. (2019). Combined Earthquake & Wave action on Offshore Wind Turbine Monopile Foundation: A numerical investigation of the contribution of hydrodynamic and soil radiation damping to the response of the structure. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:f909e244-2671-42e8-b8a6-6c696b46ebc1

Chicago Manual of Style (16th Edition):

Kofou, Stavroula (author). “Combined Earthquake & Wave action on Offshore Wind Turbine Monopile Foundation: A numerical investigation of the contribution of hydrodynamic and soil radiation damping to the response of the structure.” 2019. Masters Thesis, Delft University of Technology. Accessed October 24, 2020. http://resolver.tudelft.nl/uuid:f909e244-2671-42e8-b8a6-6c696b46ebc1.

MLA Handbook (7th Edition):

Kofou, Stavroula (author). “Combined Earthquake & Wave action on Offshore Wind Turbine Monopile Foundation: A numerical investigation of the contribution of hydrodynamic and soil radiation damping to the response of the structure.” 2019. Web. 24 Oct 2020.

Vancouver:

Kofou S(. Combined Earthquake & Wave action on Offshore Wind Turbine Monopile Foundation: A numerical investigation of the contribution of hydrodynamic and soil radiation damping to the response of the structure. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Oct 24]. Available from: http://resolver.tudelft.nl/uuid:f909e244-2671-42e8-b8a6-6c696b46ebc1.

Council of Science Editors:

Kofou S(. Combined Earthquake & Wave action on Offshore Wind Turbine Monopile Foundation: A numerical investigation of the contribution of hydrodynamic and soil radiation damping to the response of the structure. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:f909e244-2671-42e8-b8a6-6c696b46ebc1


Delft University of Technology

14. Jolink, Chris (author). Structure-soil interaction for horizontally polarised shear waves: Formulating SH-waves in a homogeneous elastic continuum with generalised boundary conditions.

Degree: 2017, Delft University of Technology

 When modelling a structure-soil system, interaction stresses at the interface of the structure and the surface of soil layer influence the dynamic behaviour of the… (more)

Subjects/Keywords: Soil Dynamics; SH-waves; Soil-Structure Interaction; Structural Dynamic; Shear waves

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APA (6th Edition):

Jolink, C. (. (2017). Structure-soil interaction for horizontally polarised shear waves: Formulating SH-waves in a homogeneous elastic continuum with generalised boundary conditions. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:0940a469-0f4d-40fd-92a2-ffad9ac0aa7e

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):

Jolink, Chris (author). “Structure-soil interaction for horizontally polarised shear waves: Formulating SH-waves in a homogeneous elastic continuum with generalised boundary conditions.” 2017. Thesis, Delft University of Technology. Accessed October 24, 2020. http://resolver.tudelft.nl/uuid:0940a469-0f4d-40fd-92a2-ffad9ac0aa7e.

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

MLA Handbook (7th Edition):

Jolink, Chris (author). “Structure-soil interaction for horizontally polarised shear waves: Formulating SH-waves in a homogeneous elastic continuum with generalised boundary conditions.” 2017. Web. 24 Oct 2020.

Vancouver:

Jolink C(. Structure-soil interaction for horizontally polarised shear waves: Formulating SH-waves in a homogeneous elastic continuum with generalised boundary conditions. [Internet] [Thesis]. Delft University of Technology; 2017. [cited 2020 Oct 24]. Available from: http://resolver.tudelft.nl/uuid:0940a469-0f4d-40fd-92a2-ffad9ac0aa7e.

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

Council of Science Editors:

Jolink C(. Structure-soil interaction for horizontally polarised shear waves: Formulating SH-waves in a homogeneous elastic continuum with generalised boundary conditions. [Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:0940a469-0f4d-40fd-92a2-ffad9ac0aa7e

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


University of Canterbury

15. Moghaddasi Kuchaksarai, Masoud. Probabilistic Quantification of the Effects of Soil-Shallow Foundation-Structure Interaction on Seismic Structural Response.

Degree: PhD, Civil Engineering, 2012, University of Canterbury

 Previous earthquakes demonstrated destructive effects of soil-structure interaction on structural response. For example, in the 1970 Gediz earthquake in Turkey, part of a factory was… (more)

Subjects/Keywords: Earthquake Engineering; Soil-Structure Interaction; Probabilistic Analysis; Nonlinear Soil-Foundation Interface

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

APA (6th Edition):

Moghaddasi Kuchaksarai, M. (2012). Probabilistic Quantification of the Effects of Soil-Shallow Foundation-Structure Interaction on Seismic Structural Response. (Doctoral Dissertation). University of Canterbury. Retrieved from http://dx.doi.org/10.26021/3414

Chicago Manual of Style (16th Edition):

Moghaddasi Kuchaksarai, Masoud. “Probabilistic Quantification of the Effects of Soil-Shallow Foundation-Structure Interaction on Seismic Structural Response.” 2012. Doctoral Dissertation, University of Canterbury. Accessed October 24, 2020. http://dx.doi.org/10.26021/3414.

MLA Handbook (7th Edition):

Moghaddasi Kuchaksarai, Masoud. “Probabilistic Quantification of the Effects of Soil-Shallow Foundation-Structure Interaction on Seismic Structural Response.” 2012. Web. 24 Oct 2020.

Vancouver:

Moghaddasi Kuchaksarai M. Probabilistic Quantification of the Effects of Soil-Shallow Foundation-Structure Interaction on Seismic Structural Response. [Internet] [Doctoral dissertation]. University of Canterbury; 2012. [cited 2020 Oct 24]. Available from: http://dx.doi.org/10.26021/3414.

Council of Science Editors:

Moghaddasi Kuchaksarai M. Probabilistic Quantification of the Effects of Soil-Shallow Foundation-Structure Interaction on Seismic Structural Response. [Doctoral Dissertation]. University of Canterbury; 2012. Available from: http://dx.doi.org/10.26021/3414


University of Texas – Austin

16. 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 October 24, 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. 24 Oct 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 Oct 24]. 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

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

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 October 24, 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. 24 Oct 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 Oct 24]. 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

18. 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 October 24, 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. 24 Oct 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 Oct 24]. 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

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

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 October 24, 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. 24 Oct 2020.

Vancouver:

Turner B. Kinematic Pile-Soil Interaction in Liquefied and Nonliquefied Ground. [Internet] [Thesis]. UCLA; 2016. [cited 2020 Oct 24]. 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

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

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 October 24, 2020. https://era.library.ualberta.ca/files/h989r5222.

MLA Handbook (7th Edition):

Elkateb, Tamer M. “Quantification of soil heterogeneity.” 2003. Web. 24 Oct 2020.

Vancouver:

Elkateb TM. Quantification of soil heterogeneity. [Internet] [Doctoral dissertation]. University of Alberta; 2003. [cited 2020 Oct 24]. 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


UCLA

21. 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 October 24, 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. 24 Oct 2020.

Vancouver:

Gash RJH. On the Implementation and Applications of Discrete-Time Filters for Soil-Structure Interaction Analyses. [Internet] [Thesis]. UCLA; 2015. [cited 2020 Oct 24]. 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


Delft University of Technology

22. Kroon, David (author). Seismic Response of Liquid Storage Tanks: A Mode-Matching Approach Considering both Fluid-Structure and Soil-Structure Interaction.

Degree: 2019, Delft University of Technology

 Liquid storage tanks are used worldwide to contain liquids such as drinking water, fuel and chemicals. Loss of containment during a seismic event can add… (more)

Subjects/Keywords: Liquid Storage Tank; Soil-Structure Interaction; Mode-Matching; Earthquake Engineering

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

APA (6th Edition):

Kroon, D. (. (2019). Seismic Response of Liquid Storage Tanks: A Mode-Matching Approach Considering both Fluid-Structure and Soil-Structure Interaction. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:da1863ef-2d47-4dd6-bc78-8bbfd1c18738

Chicago Manual of Style (16th Edition):

Kroon, David (author). “Seismic Response of Liquid Storage Tanks: A Mode-Matching Approach Considering both Fluid-Structure and Soil-Structure Interaction.” 2019. Masters Thesis, Delft University of Technology. Accessed October 24, 2020. http://resolver.tudelft.nl/uuid:da1863ef-2d47-4dd6-bc78-8bbfd1c18738.

MLA Handbook (7th Edition):

Kroon, David (author). “Seismic Response of Liquid Storage Tanks: A Mode-Matching Approach Considering both Fluid-Structure and Soil-Structure Interaction.” 2019. Web. 24 Oct 2020.

Vancouver:

Kroon D(. Seismic Response of Liquid Storage Tanks: A Mode-Matching Approach Considering both Fluid-Structure and Soil-Structure Interaction. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Oct 24]. Available from: http://resolver.tudelft.nl/uuid:da1863ef-2d47-4dd6-bc78-8bbfd1c18738.

Council of Science Editors:

Kroon D(. Seismic Response of Liquid Storage Tanks: A Mode-Matching Approach Considering both Fluid-Structure and Soil-Structure Interaction. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:da1863ef-2d47-4dd6-bc78-8bbfd1c18738


University of Toronto

23. Laudon, Alexander Duarte. Incorporating Time Domain Representation of Impedance Functions into Nonlinear Hybrid Modelling.

Degree: 2013, University of Toronto

A number of methods have been proposed that utilize the time domain transformations of the frequency dependent impedance functions to perform time-history analysis of structures… (more)

Subjects/Keywords: soil-structure interaction; impedance function; hybrid simulation; seismic response; 0543

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APA (6th Edition):

Laudon, A. D. (2013). Incorporating Time Domain Representation of Impedance Functions into Nonlinear Hybrid Modelling. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/42824

Chicago Manual of Style (16th Edition):

Laudon, Alexander Duarte. “Incorporating Time Domain Representation of Impedance Functions into Nonlinear Hybrid Modelling.” 2013. Masters Thesis, University of Toronto. Accessed October 24, 2020. http://hdl.handle.net/1807/42824.

MLA Handbook (7th Edition):

Laudon, Alexander Duarte. “Incorporating Time Domain Representation of Impedance Functions into Nonlinear Hybrid Modelling.” 2013. Web. 24 Oct 2020.

Vancouver:

Laudon AD. Incorporating Time Domain Representation of Impedance Functions into Nonlinear Hybrid Modelling. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2020 Oct 24]. Available from: http://hdl.handle.net/1807/42824.

Council of Science Editors:

Laudon AD. Incorporating Time Domain Representation of Impedance Functions into Nonlinear Hybrid Modelling. [Masters Thesis]. University of Toronto; 2013. Available from: http://hdl.handle.net/1807/42824


Hong Kong University of Science and Technology

24. Boonyarak, Thayanan. Three-dimensional interaction of multiple crossing tunnels : centrifuge and numerical modeling.

Degree: 2014, Hong Kong University of Science and Technology

 Due to the growing demand for underground space in densely populated cities worldwide, an increasing number of closely spaced multiple tunnels are being constructed. The… (more)

Subjects/Keywords: Tunneling ; Construction ; Mathematical models ; Centrifuges ; Soil-structure interaction

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

APA (6th Edition):

Boonyarak, T. (2014). Three-dimensional interaction of multiple crossing tunnels : centrifuge and numerical modeling. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-70881 ; https://doi.org/10.14711/thesis-b1334194 ; http://repository.ust.hk/ir/bitstream/1783.1-70881/1/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):

Boonyarak, Thayanan. “Three-dimensional interaction of multiple crossing tunnels : centrifuge and numerical modeling.” 2014. Thesis, Hong Kong University of Science and Technology. Accessed October 24, 2020. http://repository.ust.hk/ir/Record/1783.1-70881 ; https://doi.org/10.14711/thesis-b1334194 ; http://repository.ust.hk/ir/bitstream/1783.1-70881/1/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):

Boonyarak, Thayanan. “Three-dimensional interaction of multiple crossing tunnels : centrifuge and numerical modeling.” 2014. Web. 24 Oct 2020.

Vancouver:

Boonyarak T. Three-dimensional interaction of multiple crossing tunnels : centrifuge and numerical modeling. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2014. [cited 2020 Oct 24]. Available from: http://repository.ust.hk/ir/Record/1783.1-70881 ; https://doi.org/10.14711/thesis-b1334194 ; http://repository.ust.hk/ir/bitstream/1783.1-70881/1/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:

Boonyarak T. Three-dimensional interaction of multiple crossing tunnels : centrifuge and numerical modeling. [Thesis]. Hong Kong University of Science and Technology; 2014. Available from: http://repository.ust.hk/ir/Record/1783.1-70881 ; https://doi.org/10.14711/thesis-b1334194 ; http://repository.ust.hk/ir/bitstream/1783.1-70881/1/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

25. Cheng, Yi Pik. Soil-structure interaction of spread-base integral bridge abutments.

Degree: 1999, Hong Kong University of Science and Technology

 Better understanding of the soil-structure interaction of integral bridge abutments is clearly desired when there has been an increasing number of integral bridges being built… (more)

Subjects/Keywords: Bridges  – Abutments ; Soil-structure interaction

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APA (6th Edition):

Cheng, Y. P. (1999). Soil-structure interaction of spread-base integral bridge abutments. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-4081 ; https://doi.org/10.14711/thesis-b623351 ; http://repository.ust.hk/ir/bitstream/1783.1-4081/1/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):

Cheng, Yi Pik. “Soil-structure interaction of spread-base integral bridge abutments.” 1999. Thesis, Hong Kong University of Science and Technology. Accessed October 24, 2020. http://repository.ust.hk/ir/Record/1783.1-4081 ; https://doi.org/10.14711/thesis-b623351 ; http://repository.ust.hk/ir/bitstream/1783.1-4081/1/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):

Cheng, Yi Pik. “Soil-structure interaction of spread-base integral bridge abutments.” 1999. Web. 24 Oct 2020.

Vancouver:

Cheng YP. Soil-structure interaction of spread-base integral bridge abutments. [Internet] [Thesis]. Hong Kong University of Science and Technology; 1999. [cited 2020 Oct 24]. Available from: http://repository.ust.hk/ir/Record/1783.1-4081 ; https://doi.org/10.14711/thesis-b623351 ; http://repository.ust.hk/ir/bitstream/1783.1-4081/1/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:

Cheng YP. Soil-structure interaction of spread-base integral bridge abutments. [Thesis]. Hong Kong University of Science and Technology; 1999. Available from: http://repository.ust.hk/ir/Record/1783.1-4081 ; https://doi.org/10.14711/thesis-b623351 ; http://repository.ust.hk/ir/bitstream/1783.1-4081/1/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

26. Taheri, Hamed. Seismic hazard assessment and soil amplification analysis for Tehran city of Iran.

Degree: 2012, Hong Kong University of Science and Technology

 This study develops the seismic hazard maps for city of Tehran, the capital of Iran. The city is located in a seismically active region and… (more)

Subjects/Keywords: Earthquake hazard analysis  – Iran  – Tehran ; Soil-structure interaction  – Iran  – Tehran  – Analysis

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

APA (6th Edition):

Taheri, H. (2012). Seismic hazard assessment and soil amplification analysis for Tehran city of Iran. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-7751 ; https://doi.org/10.14711/thesis-b1198260 ; http://repository.ust.hk/ir/bitstream/1783.1-7751/1/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):

Taheri, Hamed. “Seismic hazard assessment and soil amplification analysis for Tehran city of Iran.” 2012. Thesis, Hong Kong University of Science and Technology. Accessed October 24, 2020. http://repository.ust.hk/ir/Record/1783.1-7751 ; https://doi.org/10.14711/thesis-b1198260 ; http://repository.ust.hk/ir/bitstream/1783.1-7751/1/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):

Taheri, Hamed. “Seismic hazard assessment and soil amplification analysis for Tehran city of Iran.” 2012. Web. 24 Oct 2020.

Vancouver:

Taheri H. Seismic hazard assessment and soil amplification analysis for Tehran city of Iran. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2012. [cited 2020 Oct 24]. Available from: http://repository.ust.hk/ir/Record/1783.1-7751 ; https://doi.org/10.14711/thesis-b1198260 ; http://repository.ust.hk/ir/bitstream/1783.1-7751/1/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:

Taheri H. Seismic hazard assessment and soil amplification analysis for Tehran city of Iran. [Thesis]. Hong Kong University of Science and Technology; 2012. Available from: http://repository.ust.hk/ir/Record/1783.1-7751 ; https://doi.org/10.14711/thesis-b1198260 ; http://repository.ust.hk/ir/bitstream/1783.1-7751/1/th_redirect.html

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


Iowa State University

27. Jiang, Zhiyan. Integrated computational and full-scale physical simulation of dynamic soil-pile group interaction.

Degree: 2019, Iowa State University

 Three dimensional dynamic soil-pile group interaction has been a subject of significant research interest over the past several decades, and remains an active and challenging… (more)

Subjects/Keywords: dynamics; pile group; soil-structure interaction; Civil Engineering

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

APA (6th Edition):

Jiang, Z. (2019). Integrated computational and full-scale physical simulation of dynamic soil-pile group interaction. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/17222

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):

Jiang, Zhiyan. “Integrated computational and full-scale physical simulation of dynamic soil-pile group interaction.” 2019. Thesis, Iowa State University. Accessed October 24, 2020. https://lib.dr.iastate.edu/etd/17222.

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

MLA Handbook (7th Edition):

Jiang, Zhiyan. “Integrated computational and full-scale physical simulation of dynamic soil-pile group interaction.” 2019. Web. 24 Oct 2020.

Vancouver:

Jiang Z. Integrated computational and full-scale physical simulation of dynamic soil-pile group interaction. [Internet] [Thesis]. Iowa State University; 2019. [cited 2020 Oct 24]. Available from: https://lib.dr.iastate.edu/etd/17222.

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

Council of Science Editors:

Jiang Z. Integrated computational and full-scale physical simulation of dynamic soil-pile group interaction. [Thesis]. Iowa State University; 2019. Available from: https://lib.dr.iastate.edu/etd/17222

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


University of Technology, Sydney

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

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 October 24, 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. 24 Oct 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 Oct 24]. 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


Delft University of Technology

29. Rosales Gonzalez, M.L. (author). Seismic analysis of monopile-based offshore wind turbines including aero-elasticity and soil-structure interaction.

Degree: 2016, Delft University of Technology

 With the depletion of traditional energy sources, the usage of renewable energy alternatives has increased over the past years. Among them, wind energy is considered… (more)

Subjects/Keywords: offshore wind; seismic analysis; soil structure interaction; aero-elasticity; monopile

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

APA (6th Edition):

Rosales Gonzalez, M. L. (. (2016). Seismic analysis of monopile-based offshore wind turbines including aero-elasticity and soil-structure interaction. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:3d321d8a-d7b1-4116-992e-394ce0bcf094

Chicago Manual of Style (16th Edition):

Rosales Gonzalez, M L (author). “Seismic analysis of monopile-based offshore wind turbines including aero-elasticity and soil-structure interaction.” 2016. Masters Thesis, Delft University of Technology. Accessed October 24, 2020. http://resolver.tudelft.nl/uuid:3d321d8a-d7b1-4116-992e-394ce0bcf094.

MLA Handbook (7th Edition):

Rosales Gonzalez, M L (author). “Seismic analysis of monopile-based offshore wind turbines including aero-elasticity and soil-structure interaction.” 2016. Web. 24 Oct 2020.

Vancouver:

Rosales Gonzalez ML(. Seismic analysis of monopile-based offshore wind turbines including aero-elasticity and soil-structure interaction. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2020 Oct 24]. Available from: http://resolver.tudelft.nl/uuid:3d321d8a-d7b1-4116-992e-394ce0bcf094.

Council of Science Editors:

Rosales Gonzalez ML(. Seismic analysis of monopile-based offshore wind turbines including aero-elasticity and soil-structure interaction. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:3d321d8a-d7b1-4116-992e-394ce0bcf094


Delft University of Technology

30. Tigkas, Lysimachos (author). Post-Liquefaction Soil-Structure Interaction of Pipelines Buried in Sand: Using Modern Simulation Techniques.

Degree: 2019, Delft University of Technology

The starting point of this thesis lies in the area on Groningen, Netherlands. More specifically, induced earthquake activity is observed in this area due to… (more)

Subjects/Keywords: Post-Liquefaction; Pipelines Buried in Sand; Soil-structure interaction

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

APA (6th Edition):

Tigkas, L. (. (2019). Post-Liquefaction Soil-Structure Interaction of Pipelines Buried in Sand: Using Modern Simulation Techniques. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:d2b5b92f-0e7a-4d37-9d32-1d4daf7c8a32

Chicago Manual of Style (16th Edition):

Tigkas, Lysimachos (author). “Post-Liquefaction Soil-Structure Interaction of Pipelines Buried in Sand: Using Modern Simulation Techniques.” 2019. Masters Thesis, Delft University of Technology. Accessed October 24, 2020. http://resolver.tudelft.nl/uuid:d2b5b92f-0e7a-4d37-9d32-1d4daf7c8a32.

MLA Handbook (7th Edition):

Tigkas, Lysimachos (author). “Post-Liquefaction Soil-Structure Interaction of Pipelines Buried in Sand: Using Modern Simulation Techniques.” 2019. Web. 24 Oct 2020.

Vancouver:

Tigkas L(. Post-Liquefaction Soil-Structure Interaction of Pipelines Buried in Sand: Using Modern Simulation Techniques. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Oct 24]. Available from: http://resolver.tudelft.nl/uuid:d2b5b92f-0e7a-4d37-9d32-1d4daf7c8a32.

Council of Science Editors:

Tigkas L(. Post-Liquefaction Soil-Structure Interaction of Pipelines Buried in Sand: Using Modern Simulation Techniques. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:d2b5b92f-0e7a-4d37-9d32-1d4daf7c8a32

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