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You searched for subject:(Shear walls). Showing records 1 – 30 of 127 total matches.

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University of Hong Kong

1. Looi, Ting Wee. Seismic axial collapse of short shear span reinforced concrete shear walls.

Degree: PhD, 2017, University of Hong Kong

 This thesis addresses the seismic behaviour investigation of reinforced concrete (RC) shear walls in a low-to-moderate seismicity region which faces its own class of challenges… (more)

Subjects/Keywords: Shear walls - Testing; Testing - Concrete walls

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APA (6th Edition):

Looi, T. W. (2017). Seismic axial collapse of short shear span reinforced concrete shear walls. (Doctoral Dissertation). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/250802

Chicago Manual of Style (16th Edition):

Looi, Ting Wee. “Seismic axial collapse of short shear span reinforced concrete shear walls.” 2017. Doctoral Dissertation, University of Hong Kong. Accessed April 21, 2019. http://hdl.handle.net/10722/250802.

MLA Handbook (7th Edition):

Looi, Ting Wee. “Seismic axial collapse of short shear span reinforced concrete shear walls.” 2017. Web. 21 Apr 2019.

Vancouver:

Looi TW. Seismic axial collapse of short shear span reinforced concrete shear walls. [Internet] [Doctoral dissertation]. University of Hong Kong; 2017. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/10722/250802.

Council of Science Editors:

Looi TW. Seismic axial collapse of short shear span reinforced concrete shear walls. [Doctoral Dissertation]. University of Hong Kong; 2017. Available from: http://hdl.handle.net/10722/250802


Oregon State University

2. Langlois, Jeffrey D. Effects of reference displacement and damage accumulation in wood shear walls subjected to the CUREE protocol.

Degree: MS, Civil Engineering, 2002, Oregon State University

Subjects/Keywords: Shear walls

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APA (6th Edition):

Langlois, J. D. (2002). Effects of reference displacement and damage accumulation in wood shear walls subjected to the CUREE protocol. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/19787

Chicago Manual of Style (16th Edition):

Langlois, Jeffrey D. “Effects of reference displacement and damage accumulation in wood shear walls subjected to the CUREE protocol.” 2002. Masters Thesis, Oregon State University. Accessed April 21, 2019. http://hdl.handle.net/1957/19787.

MLA Handbook (7th Edition):

Langlois, Jeffrey D. “Effects of reference displacement and damage accumulation in wood shear walls subjected to the CUREE protocol.” 2002. Web. 21 Apr 2019.

Vancouver:

Langlois JD. Effects of reference displacement and damage accumulation in wood shear walls subjected to the CUREE protocol. [Internet] [Masters thesis]. Oregon State University; 2002. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/1957/19787.

Council of Science Editors:

Langlois JD. Effects of reference displacement and damage accumulation in wood shear walls subjected to the CUREE protocol. [Masters Thesis]. Oregon State University; 2002. Available from: http://hdl.handle.net/1957/19787


Oregon State University

3. Goodall, Scott I. Optimizing the performance of gypsum wall board in wood frame shear walls.

Degree: MS, Civil Engineering and Wood Science, 2010, Oregon State University

 The overall goal of this project was to design a wood frame shear wall that could withstand greater displacement before damage occurred to the Gypsum… (more)

Subjects/Keywords: Shear Wall; Shear walls  – Earthquake effects

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APA (6th Edition):

Goodall, S. I. (2010). Optimizing the performance of gypsum wall board in wood frame shear walls. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/15091

Chicago Manual of Style (16th Edition):

Goodall, Scott I. “Optimizing the performance of gypsum wall board in wood frame shear walls.” 2010. Masters Thesis, Oregon State University. Accessed April 21, 2019. http://hdl.handle.net/1957/15091.

MLA Handbook (7th Edition):

Goodall, Scott I. “Optimizing the performance of gypsum wall board in wood frame shear walls.” 2010. Web. 21 Apr 2019.

Vancouver:

Goodall SI. Optimizing the performance of gypsum wall board in wood frame shear walls. [Internet] [Masters thesis]. Oregon State University; 2010. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/1957/15091.

Council of Science Editors:

Goodall SI. Optimizing the performance of gypsum wall board in wood frame shear walls. [Masters Thesis]. Oregon State University; 2010. Available from: http://hdl.handle.net/1957/15091


Oregon State University

4. Sinha, Arijit. Strain distribution in OSB and GWB in wood frame shear walls.

Degree: MS, Civil Engineering, 2007, Oregon State University

 The overall goal of this study was to gain an insight into the load sharing aspect between oriented strand board (OSB) and gypsum wall board… (more)

Subjects/Keywords: Shear Walls; Shear walls  – Fatigue

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APA (6th Edition):

Sinha, A. (2007). Strain distribution in OSB and GWB in wood frame shear walls. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/4655

Chicago Manual of Style (16th Edition):

Sinha, Arijit. “Strain distribution in OSB and GWB in wood frame shear walls.” 2007. Masters Thesis, Oregon State University. Accessed April 21, 2019. http://hdl.handle.net/1957/4655.

MLA Handbook (7th Edition):

Sinha, Arijit. “Strain distribution in OSB and GWB in wood frame shear walls.” 2007. Web. 21 Apr 2019.

Vancouver:

Sinha A. Strain distribution in OSB and GWB in wood frame shear walls. [Internet] [Masters thesis]. Oregon State University; 2007. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/1957/4655.

Council of Science Editors:

Sinha A. Strain distribution in OSB and GWB in wood frame shear walls. [Masters Thesis]. Oregon State University; 2007. Available from: http://hdl.handle.net/1957/4655


Oregon State University

5. White, Kevin Bradish DelGrande. The performance of wood frame shear walls under earthquake loads.

Degree: MS, Wood Science, 2005, Oregon State University

Subjects/Keywords: Shear walls  – Testing

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APA (6th Edition):

White, K. B. D. (2005). The performance of wood frame shear walls under earthquake loads. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/19946

Chicago Manual of Style (16th Edition):

White, Kevin Bradish DelGrande. “The performance of wood frame shear walls under earthquake loads.” 2005. Masters Thesis, Oregon State University. Accessed April 21, 2019. http://hdl.handle.net/1957/19946.

MLA Handbook (7th Edition):

White, Kevin Bradish DelGrande. “The performance of wood frame shear walls under earthquake loads.” 2005. Web. 21 Apr 2019.

Vancouver:

White KBD. The performance of wood frame shear walls under earthquake loads. [Internet] [Masters thesis]. Oregon State University; 2005. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/1957/19946.

Council of Science Editors:

White KBD. The performance of wood frame shear walls under earthquake loads. [Masters Thesis]. Oregon State University; 2005. Available from: http://hdl.handle.net/1957/19946


Oregon State University

6. Anderson, Erin N. The effects of nail bending-yield stress and biological deterioration on the cyclic performance of shearwalls.

Degree: MS, in Wood Science, 2005, Oregon State University

Subjects/Keywords: Shear walls  – Testing

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APA (6th Edition):

Anderson, E. N. (2005). The effects of nail bending-yield stress and biological deterioration on the cyclic performance of shearwalls. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/19962

Chicago Manual of Style (16th Edition):

Anderson, Erin N. “The effects of nail bending-yield stress and biological deterioration on the cyclic performance of shearwalls.” 2005. Masters Thesis, Oregon State University. Accessed April 21, 2019. http://hdl.handle.net/1957/19962.

MLA Handbook (7th Edition):

Anderson, Erin N. “The effects of nail bending-yield stress and biological deterioration on the cyclic performance of shearwalls.” 2005. Web. 21 Apr 2019.

Vancouver:

Anderson EN. The effects of nail bending-yield stress and biological deterioration on the cyclic performance of shearwalls. [Internet] [Masters thesis]. Oregon State University; 2005. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/1957/19962.

Council of Science Editors:

Anderson EN. The effects of nail bending-yield stress and biological deterioration on the cyclic performance of shearwalls. [Masters Thesis]. Oregon State University; 2005. Available from: http://hdl.handle.net/1957/19962


McGill University

7. Nguyen, Tien Dich. An investigation of the behaviour of coupled shear wall structures.

Degree: M. Eng., Department of Civil Engineering and Applied Mechanics, 1976, McGill University

Subjects/Keywords: Walls.; Shear (Mechanics)

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APA (6th Edition):

Nguyen, T. D. (1976). An investigation of the behaviour of coupled shear wall structures. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile50475.pdf

Chicago Manual of Style (16th Edition):

Nguyen, Tien Dich. “An investigation of the behaviour of coupled shear wall structures.” 1976. Masters Thesis, McGill University. Accessed April 21, 2019. http://digitool.library.mcgill.ca/thesisfile50475.pdf.

MLA Handbook (7th Edition):

Nguyen, Tien Dich. “An investigation of the behaviour of coupled shear wall structures.” 1976. Web. 21 Apr 2019.

Vancouver:

Nguyen TD. An investigation of the behaviour of coupled shear wall structures. [Internet] [Masters thesis]. McGill University; 1976. [cited 2019 Apr 21]. Available from: http://digitool.library.mcgill.ca/thesisfile50475.pdf.

Council of Science Editors:

Nguyen TD. An investigation of the behaviour of coupled shear wall structures. [Masters Thesis]. McGill University; 1976. Available from: http://digitool.library.mcgill.ca/thesisfile50475.pdf


Oregon State University

8. Lewis, Michael C. Performance of wood frame wall with thin shell ECC shear panel.

Degree: MS, Wood Science and Civil Engineering, 2008, Oregon State University

 The overall goal of this study was to evaluate an alternative to traditional wood framed shear wall construction. This study introduced the innovative idea of… (more)

Subjects/Keywords: wood; Shear walls  – Design and construction

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APA (6th Edition):

Lewis, M. C. (2008). Performance of wood frame wall with thin shell ECC shear panel. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/9092

Chicago Manual of Style (16th Edition):

Lewis, Michael C. “Performance of wood frame wall with thin shell ECC shear panel.” 2008. Masters Thesis, Oregon State University. Accessed April 21, 2019. http://hdl.handle.net/1957/9092.

MLA Handbook (7th Edition):

Lewis, Michael C. “Performance of wood frame wall with thin shell ECC shear panel.” 2008. Web. 21 Apr 2019.

Vancouver:

Lewis MC. Performance of wood frame wall with thin shell ECC shear panel. [Internet] [Masters thesis]. Oregon State University; 2008. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/1957/9092.

Council of Science Editors:

Lewis MC. Performance of wood frame wall with thin shell ECC shear panel. [Masters Thesis]. Oregon State University; 2008. Available from: http://hdl.handle.net/1957/9092


Oregon State University

9. Lebeda, Dana J. The effect of hold-down misplacement on the strength and stiffness of wood shear walls.

Degree: MS, Civil Engineering, 2002, Oregon State University

Subjects/Keywords: Shear walls  – Testing

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APA (6th Edition):

Lebeda, D. J. (2002). The effect of hold-down misplacement on the strength and stiffness of wood shear walls. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/19783

Chicago Manual of Style (16th Edition):

Lebeda, Dana J. “The effect of hold-down misplacement on the strength and stiffness of wood shear walls.” 2002. Masters Thesis, Oregon State University. Accessed April 21, 2019. http://hdl.handle.net/1957/19783.

MLA Handbook (7th Edition):

Lebeda, Dana J. “The effect of hold-down misplacement on the strength and stiffness of wood shear walls.” 2002. Web. 21 Apr 2019.

Vancouver:

Lebeda DJ. The effect of hold-down misplacement on the strength and stiffness of wood shear walls. [Internet] [Masters thesis]. Oregon State University; 2002. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/1957/19783.

Council of Science Editors:

Lebeda DJ. The effect of hold-down misplacement on the strength and stiffness of wood shear walls. [Masters Thesis]. Oregon State University; 2002. Available from: http://hdl.handle.net/1957/19783


Oregon State University

10. Seaders, Peter. Performance of partially and fully anchored wood frame shear walls under monotonic, cyclic and earthquake loads.

Degree: MS, Civil Engineering, 2004, Oregon State University

Subjects/Keywords: Shear walls  – Testing

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APA (6th Edition):

Seaders, P. (2004). Performance of partially and fully anchored wood frame shear walls under monotonic, cyclic and earthquake loads. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/19954

Chicago Manual of Style (16th Edition):

Seaders, Peter. “Performance of partially and fully anchored wood frame shear walls under monotonic, cyclic and earthquake loads.” 2004. Masters Thesis, Oregon State University. Accessed April 21, 2019. http://hdl.handle.net/1957/19954.

MLA Handbook (7th Edition):

Seaders, Peter. “Performance of partially and fully anchored wood frame shear walls under monotonic, cyclic and earthquake loads.” 2004. Web. 21 Apr 2019.

Vancouver:

Seaders P. Performance of partially and fully anchored wood frame shear walls under monotonic, cyclic and earthquake loads. [Internet] [Masters thesis]. Oregon State University; 2004. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/1957/19954.

Council of Science Editors:

Seaders P. Performance of partially and fully anchored wood frame shear walls under monotonic, cyclic and earthquake loads. [Masters Thesis]. Oregon State University; 2004. Available from: http://hdl.handle.net/1957/19954


McGill University

11. Hikita, Katherine. Combined gravity and lateral loading of light gauge steel framewood panel shear walls.

Degree: M. Eng., Department of Civil Engineering and Applied Mechanics., 2006, McGill University

 Methods for the design of steel frame/wood panel shear walls used as a seismic force resisting system have been developed. These methods, which can be… (more)

Subjects/Keywords: Shear walls  – Testing.

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APA (6th Edition):

Hikita, K. (2006). Combined gravity and lateral loading of light gauge steel framewood panel shear walls. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile99767.pdf

Chicago Manual of Style (16th Edition):

Hikita, Katherine. “Combined gravity and lateral loading of light gauge steel framewood panel shear walls.” 2006. Masters Thesis, McGill University. Accessed April 21, 2019. http://digitool.library.mcgill.ca/thesisfile99767.pdf.

MLA Handbook (7th Edition):

Hikita, Katherine. “Combined gravity and lateral loading of light gauge steel framewood panel shear walls.” 2006. Web. 21 Apr 2019.

Vancouver:

Hikita K. Combined gravity and lateral loading of light gauge steel framewood panel shear walls. [Internet] [Masters thesis]. McGill University; 2006. [cited 2019 Apr 21]. Available from: http://digitool.library.mcgill.ca/thesisfile99767.pdf.

Council of Science Editors:

Hikita K. Combined gravity and lateral loading of light gauge steel framewood panel shear walls. [Masters Thesis]. McGill University; 2006. Available from: http://digitool.library.mcgill.ca/thesisfile99767.pdf


University of Texas – Austin

12. -6460-8822. Seismic behavior and design of steel plate shear walls with beam-connected plates.

Degree: Civil, Architectural, and Environmental Engineering, 2017, University of Texas – Austin

 Steel plate shear walls (SPSW) are a reliable lateral force-resisting system with high ductility, stable hysteretic response, and high lateral stiffness. The main lateral force-resisting… (more)

Subjects/Keywords: Steel plate shear walls; Seismic design

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APA (6th Edition):

-6460-8822. (2017). Seismic behavior and design of steel plate shear walls with beam-connected plates. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/62979

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

Chicago Manual of Style (16th Edition):

-6460-8822. “Seismic behavior and design of steel plate shear walls with beam-connected plates.” 2017. Thesis, University of Texas – Austin. Accessed April 21, 2019. http://hdl.handle.net/2152/62979.

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

MLA Handbook (7th Edition):

-6460-8822. “Seismic behavior and design of steel plate shear walls with beam-connected plates.” 2017. Web. 21 Apr 2019.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-6460-8822. Seismic behavior and design of steel plate shear walls with beam-connected plates. [Internet] [Thesis]. University of Texas – Austin; 2017. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/2152/62979.

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

Council of Science Editors:

-6460-8822. Seismic behavior and design of steel plate shear walls with beam-connected plates. [Thesis]. University of Texas – Austin; 2017. Available from: http://hdl.handle.net/2152/62979

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


University of Notre Dame

13. Hua Jiang. Seismic Behavior, Evaluation, and Retrofit of Older Reinforced Concrete Structural Walls</h1>.

Degree: PhD, Civil Engineering and Geological Sciences, 2009, University of Notre Dame

  This dissertation describes an analytical study on the seismic behavior, evaluation, and retrofit of older reinforced concrete structural walls. The designs of many reinforced… (more)

Subjects/Keywords: concrete micro-planes; seismic retrofit; fiber elements; structural walls; intermediate walls; older walls; slender walls; seismic analysis; nonlinear shear; monolithic cast-in-place concrete shear walls; reinforcing steel bar buckling

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APA (6th Edition):

Jiang, H. (2009). Seismic Behavior, Evaluation, and Retrofit of Older Reinforced Concrete Structural Walls</h1>. (Doctoral Dissertation). University of Notre Dame. Retrieved from https://curate.nd.edu/show/bv73bz62g02

Chicago Manual of Style (16th Edition):

Jiang, Hua. “Seismic Behavior, Evaluation, and Retrofit of Older Reinforced Concrete Structural Walls</h1>.” 2009. Doctoral Dissertation, University of Notre Dame. Accessed April 21, 2019. https://curate.nd.edu/show/bv73bz62g02.

MLA Handbook (7th Edition):

Jiang, Hua. “Seismic Behavior, Evaluation, and Retrofit of Older Reinforced Concrete Structural Walls</h1>.” 2009. Web. 21 Apr 2019.

Vancouver:

Jiang H. Seismic Behavior, Evaluation, and Retrofit of Older Reinforced Concrete Structural Walls</h1>. [Internet] [Doctoral dissertation]. University of Notre Dame; 2009. [cited 2019 Apr 21]. Available from: https://curate.nd.edu/show/bv73bz62g02.

Council of Science Editors:

Jiang H. Seismic Behavior, Evaluation, and Retrofit of Older Reinforced Concrete Structural Walls</h1>. [Doctoral Dissertation]. University of Notre Dame; 2009. Available from: https://curate.nd.edu/show/bv73bz62g02


Addis Ababa University

14. Medhanye, Biedebrhan. CORRELATION BETWEEN ACTUAL REINFORCED CONCRETE WALL BEHAVIOR AND ITS CENTERLINE MODEL .

Degree: 2008, Addis Ababa University

 Concrete shear walls or structural walls are often used in multistory buildings to resist lateral loads such as wind, seismic and blast loads. Such walls(more)

Subjects/Keywords: concrete shear walls; shear deformation; lateral loads; ETABS; dual systems

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APA (6th Edition):

Medhanye, B. (2008). CORRELATION BETWEEN ACTUAL REINFORCED CONCRETE WALL BEHAVIOR AND ITS CENTERLINE MODEL . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4239

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):

Medhanye, Biedebrhan. “CORRELATION BETWEEN ACTUAL REINFORCED CONCRETE WALL BEHAVIOR AND ITS CENTERLINE MODEL .” 2008. Thesis, Addis Ababa University. Accessed April 21, 2019. http://etd.aau.edu.et/dspace/handle/123456789/4239.

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

MLA Handbook (7th Edition):

Medhanye, Biedebrhan. “CORRELATION BETWEEN ACTUAL REINFORCED CONCRETE WALL BEHAVIOR AND ITS CENTERLINE MODEL .” 2008. Web. 21 Apr 2019.

Vancouver:

Medhanye B. CORRELATION BETWEEN ACTUAL REINFORCED CONCRETE WALL BEHAVIOR AND ITS CENTERLINE MODEL . [Internet] [Thesis]. Addis Ababa University; 2008. [cited 2019 Apr 21]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4239.

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

Council of Science Editors:

Medhanye B. CORRELATION BETWEEN ACTUAL REINFORCED CONCRETE WALL BEHAVIOR AND ITS CENTERLINE MODEL . [Thesis]. Addis Ababa University; 2008. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4239

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


Oregon State University

15. Li, Wennan. Numerical Assessment of Steel Plate Shear Wall with Coupling (SPSW-WC) System Design Procedure.

Degree: MS, Civil Engineering, 2016, Oregon State University

 The Steel Plate Shear Wall (SPSW) system, is an innovative seismic lateral force resistant system, which has experienced increased use over the last three decades.… (more)

Subjects/Keywords: Steel Plate Shear Wall with Coupling; Shear walls

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APA (6th Edition):

Li, W. (2016). Numerical Assessment of Steel Plate Shear Wall with Coupling (SPSW-WC) System Design Procedure. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/60074

Chicago Manual of Style (16th Edition):

Li, Wennan. “Numerical Assessment of Steel Plate Shear Wall with Coupling (SPSW-WC) System Design Procedure.” 2016. Masters Thesis, Oregon State University. Accessed April 21, 2019. http://hdl.handle.net/1957/60074.

MLA Handbook (7th Edition):

Li, Wennan. “Numerical Assessment of Steel Plate Shear Wall with Coupling (SPSW-WC) System Design Procedure.” 2016. Web. 21 Apr 2019.

Vancouver:

Li W. Numerical Assessment of Steel Plate Shear Wall with Coupling (SPSW-WC) System Design Procedure. [Internet] [Masters thesis]. Oregon State University; 2016. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/1957/60074.

Council of Science Editors:

Li W. Numerical Assessment of Steel Plate Shear Wall with Coupling (SPSW-WC) System Design Procedure. [Masters Thesis]. Oregon State University; 2016. Available from: http://hdl.handle.net/1957/60074


Hong Kong University of Science and Technology

16. Ho, Yin Bon. Enhancing the ductility of non-seismically designed reinforced concrete shear walls.

Degree: 2006, Hong Kong University of Science and Technology

 Experimental investigations on the seismic performance and ductility enhancement of large-scale reinforced concrete low-rise shear walls with non-seismic design are conducted. Emphases of the study… (more)

Subjects/Keywords: Concrete walls; Shear walls; Concrete  – Ductility

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APA (6th Edition):

Ho, Y. B. (2006). Enhancing the ductility of non-seismically designed reinforced concrete shear walls. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-b931164 ; http://repository.ust.hk/ir/bitstream/1783.1-4205/1/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):

Ho, Yin Bon. “Enhancing the ductility of non-seismically designed reinforced concrete shear walls.” 2006. Thesis, Hong Kong University of Science and Technology. Accessed April 21, 2019. https://doi.org/10.14711/thesis-b931164 ; http://repository.ust.hk/ir/bitstream/1783.1-4205/1/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):

Ho, Yin Bon. “Enhancing the ductility of non-seismically designed reinforced concrete shear walls.” 2006. Web. 21 Apr 2019.

Vancouver:

Ho YB. Enhancing the ductility of non-seismically designed reinforced concrete shear walls. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2006. [cited 2019 Apr 21]. Available from: https://doi.org/10.14711/thesis-b931164 ; http://repository.ust.hk/ir/bitstream/1783.1-4205/1/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:

Ho YB. Enhancing the ductility of non-seismically designed reinforced concrete shear walls. [Thesis]. Hong Kong University of Science and Technology; 2006. Available from: https://doi.org/10.14711/thesis-b931164 ; http://repository.ust.hk/ir/bitstream/1783.1-4205/1/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

17. Aaleti, Sriram. Behavior of rectangular concrete walls subjected to simulated seismic loading.

Degree: 2009, Iowa State University

 Structural walls are frequently used in buildings to resist earthquake lateral loads because of their effectiveness in limiting the building drifts and minimizing damage to… (more)

Subjects/Keywords: concrete walls; seismic design; shear model; unbonded post-tensioned precast walls; Civil and Environmental Engineering

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APA (6th Edition):

Aaleti, S. (2009). Behavior of rectangular concrete walls subjected to simulated seismic loading. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/11047

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):

Aaleti, Sriram. “Behavior of rectangular concrete walls subjected to simulated seismic loading.” 2009. Thesis, Iowa State University. Accessed April 21, 2019. https://lib.dr.iastate.edu/etd/11047.

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

MLA Handbook (7th Edition):

Aaleti, Sriram. “Behavior of rectangular concrete walls subjected to simulated seismic loading.” 2009. Web. 21 Apr 2019.

Vancouver:

Aaleti S. Behavior of rectangular concrete walls subjected to simulated seismic loading. [Internet] [Thesis]. Iowa State University; 2009. [cited 2019 Apr 21]. Available from: https://lib.dr.iastate.edu/etd/11047.

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

Council of Science Editors:

Aaleti S. Behavior of rectangular concrete walls subjected to simulated seismic loading. [Thesis]. Iowa State University; 2009. Available from: https://lib.dr.iastate.edu/etd/11047

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


University of Notre Dame

18. Brian James Smith. Design, Analysis, and Experimental Evaluation of Hybrid Precast Concrete Shear Walls for Seismic Regions</h1>.

Degree: PhD, Civil Engineering and Geological Sciences, 2012, University of Notre Dame

  The hybrid shear wall system investigated in this dissertation is constructed by stacking rectangular precast concrete wall panels along horizontal joints above the foundation… (more)

Subjects/Keywords: Shear walls; Reinforced concrete; Precast concrete; Seismic; Hybrid walls; Post-tensioned concrete

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APA (6th Edition):

Smith, B. J. (2012). Design, Analysis, and Experimental Evaluation of Hybrid Precast Concrete Shear Walls for Seismic Regions</h1>. (Doctoral Dissertation). University of Notre Dame. Retrieved from https://curate.nd.edu/show/g732d79406d

Chicago Manual of Style (16th Edition):

Smith, Brian James. “Design, Analysis, and Experimental Evaluation of Hybrid Precast Concrete Shear Walls for Seismic Regions</h1>.” 2012. Doctoral Dissertation, University of Notre Dame. Accessed April 21, 2019. https://curate.nd.edu/show/g732d79406d.

MLA Handbook (7th Edition):

Smith, Brian James. “Design, Analysis, and Experimental Evaluation of Hybrid Precast Concrete Shear Walls for Seismic Regions</h1>.” 2012. Web. 21 Apr 2019.

Vancouver:

Smith BJ. Design, Analysis, and Experimental Evaluation of Hybrid Precast Concrete Shear Walls for Seismic Regions</h1>. [Internet] [Doctoral dissertation]. University of Notre Dame; 2012. [cited 2019 Apr 21]. Available from: https://curate.nd.edu/show/g732d79406d.

Council of Science Editors:

Smith BJ. Design, Analysis, and Experimental Evaluation of Hybrid Precast Concrete Shear Walls for Seismic Regions</h1>. [Doctoral Dissertation]. University of Notre Dame; 2012. Available from: https://curate.nd.edu/show/g732d79406d


University of California – Irvine

19. Collett, James David Maximilian. An Analytical Evaluation of Passive-Resistance Performance of Highway Bridge Abutment Walls Using Incrementally Mobilized Shear Stresses.

Degree: Civil Engineering, 2018, University of California – Irvine

 Abutment walls are integral components of bridge superstructures and play an important role in resisting lateral forces due to static and dynamic loading. Empirical methods… (more)

Subjects/Keywords: Civil engineering; Abutment Walls; Analytical Model; Earth Pressures; Load Deflection; Mobilized Shear; Retaining Walls

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APA (6th Edition):

Collett, J. D. M. (2018). An Analytical Evaluation of Passive-Resistance Performance of Highway Bridge Abutment Walls Using Incrementally Mobilized Shear Stresses. (Thesis). University of California – Irvine. Retrieved from http://www.escholarship.org/uc/item/8gd4h78x

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):

Collett, James David Maximilian. “An Analytical Evaluation of Passive-Resistance Performance of Highway Bridge Abutment Walls Using Incrementally Mobilized Shear Stresses.” 2018. Thesis, University of California – Irvine. Accessed April 21, 2019. http://www.escholarship.org/uc/item/8gd4h78x.

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

MLA Handbook (7th Edition):

Collett, James David Maximilian. “An Analytical Evaluation of Passive-Resistance Performance of Highway Bridge Abutment Walls Using Incrementally Mobilized Shear Stresses.” 2018. Web. 21 Apr 2019.

Vancouver:

Collett JDM. An Analytical Evaluation of Passive-Resistance Performance of Highway Bridge Abutment Walls Using Incrementally Mobilized Shear Stresses. [Internet] [Thesis]. University of California – Irvine; 2018. [cited 2019 Apr 21]. Available from: http://www.escholarship.org/uc/item/8gd4h78x.

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

Council of Science Editors:

Collett JDM. An Analytical Evaluation of Passive-Resistance Performance of Highway Bridge Abutment Walls Using Incrementally Mobilized Shear Stresses. [Thesis]. University of California – Irvine; 2018. Available from: http://www.escholarship.org/uc/item/8gd4h78x

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


University of Ottawa

20. Bagheri, Mohammad Mehdi. Study of Deflection of Single and Multi-Storey Light Frame Wood Shear Walls .

Degree: 2018, University of Ottawa

 The behavior of wood shear walls has been the focus of researchers and engineers for many years due to their availability in the North American… (more)

Subjects/Keywords: Light Frame Wood Shear Walls; Deflection and Stiffness of Wood Shear Walls; Cumulative Effects; Diaphragm Out-of-Plane Stiffness

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APA (6th Edition):

Bagheri, M. M. (2018). Study of Deflection of Single and Multi-Storey Light Frame Wood Shear Walls . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/37946

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):

Bagheri, Mohammad Mehdi. “Study of Deflection of Single and Multi-Storey Light Frame Wood Shear Walls .” 2018. Thesis, University of Ottawa. Accessed April 21, 2019. http://hdl.handle.net/10393/37946.

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

MLA Handbook (7th Edition):

Bagheri, Mohammad Mehdi. “Study of Deflection of Single and Multi-Storey Light Frame Wood Shear Walls .” 2018. Web. 21 Apr 2019.

Vancouver:

Bagheri MM. Study of Deflection of Single and Multi-Storey Light Frame Wood Shear Walls . [Internet] [Thesis]. University of Ottawa; 2018. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/10393/37946.

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

Council of Science Editors:

Bagheri MM. Study of Deflection of Single and Multi-Storey Light Frame Wood Shear Walls . [Thesis]. University of Ottawa; 2018. Available from: http://hdl.handle.net/10393/37946

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


Penn State University

21. Pospisil, Michael Paul. participation of gravity framing and interaction in the seismic response of steel buildings.

Degree: MS, Civil Engineering, 2014, Penn State University

 Separate systems are designed to resist gravity loading and lateral seismic loading. Lateral systems in structures of moderate height are permitted by ASCE 7 to… (more)

Subjects/Keywords: gravity framing; lateral force resisting system; steel; shear demands; drift demands; steel plate shear walls

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APA (6th Edition):

Pospisil, M. P. (2014). participation of gravity framing and interaction in the seismic response of steel buildings. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/22155

Chicago Manual of Style (16th Edition):

Pospisil, Michael Paul. “participation of gravity framing and interaction in the seismic response of steel buildings.” 2014. Masters Thesis, Penn State University. Accessed April 21, 2019. https://etda.libraries.psu.edu/catalog/22155.

MLA Handbook (7th Edition):

Pospisil, Michael Paul. “participation of gravity framing and interaction in the seismic response of steel buildings.” 2014. Web. 21 Apr 2019.

Vancouver:

Pospisil MP. participation of gravity framing and interaction in the seismic response of steel buildings. [Internet] [Masters thesis]. Penn State University; 2014. [cited 2019 Apr 21]. Available from: https://etda.libraries.psu.edu/catalog/22155.

Council of Science Editors:

Pospisil MP. participation of gravity framing and interaction in the seismic response of steel buildings. [Masters Thesis]. Penn State University; 2014. Available from: https://etda.libraries.psu.edu/catalog/22155


McMaster University

22. Banting, Bennett. SEISMIC PERFORMANCE QUANTIFICATION OF CONCRETE BLOCK MASONRY STRUCTURAL WALLS WITH CONFINED BOUNDARY ELEMENTS AND DEVELOPMENT OF THE NORMAL STRAIN-ADJUSTED SHEAR STRENGTH EXPRESSION (NSSSE).

Degree: PhD, 2013, McMaster University

The masonry construction industry represents a historically significant and substantial portion of both existing and new residential, commercial and institutional low- to medium-rise structures… (more)

Subjects/Keywords: masonry; seismic design; design codes; shear strength; shear walls; Structural Engineering; Structural Engineering

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APA (6th Edition):

Banting, B. (2013). SEISMIC PERFORMANCE QUANTIFICATION OF CONCRETE BLOCK MASONRY STRUCTURAL WALLS WITH CONFINED BOUNDARY ELEMENTS AND DEVELOPMENT OF THE NORMAL STRAIN-ADJUSTED SHEAR STRENGTH EXPRESSION (NSSSE). (Doctoral Dissertation). McMaster University. Retrieved from http://hdl.handle.net/11375/12883

Chicago Manual of Style (16th Edition):

Banting, Bennett. “SEISMIC PERFORMANCE QUANTIFICATION OF CONCRETE BLOCK MASONRY STRUCTURAL WALLS WITH CONFINED BOUNDARY ELEMENTS AND DEVELOPMENT OF THE NORMAL STRAIN-ADJUSTED SHEAR STRENGTH EXPRESSION (NSSSE).” 2013. Doctoral Dissertation, McMaster University. Accessed April 21, 2019. http://hdl.handle.net/11375/12883.

MLA Handbook (7th Edition):

Banting, Bennett. “SEISMIC PERFORMANCE QUANTIFICATION OF CONCRETE BLOCK MASONRY STRUCTURAL WALLS WITH CONFINED BOUNDARY ELEMENTS AND DEVELOPMENT OF THE NORMAL STRAIN-ADJUSTED SHEAR STRENGTH EXPRESSION (NSSSE).” 2013. Web. 21 Apr 2019.

Vancouver:

Banting B. SEISMIC PERFORMANCE QUANTIFICATION OF CONCRETE BLOCK MASONRY STRUCTURAL WALLS WITH CONFINED BOUNDARY ELEMENTS AND DEVELOPMENT OF THE NORMAL STRAIN-ADJUSTED SHEAR STRENGTH EXPRESSION (NSSSE). [Internet] [Doctoral dissertation]. McMaster University; 2013. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/11375/12883.

Council of Science Editors:

Banting B. SEISMIC PERFORMANCE QUANTIFICATION OF CONCRETE BLOCK MASONRY STRUCTURAL WALLS WITH CONFINED BOUNDARY ELEMENTS AND DEVELOPMENT OF THE NORMAL STRAIN-ADJUSTED SHEAR STRENGTH EXPRESSION (NSSSE). [Doctoral Dissertation]. McMaster University; 2013. Available from: http://hdl.handle.net/11375/12883


Central Queensland University

23. Haider, Waheed. INPLANE RESPONSE OF WIDE SPACED REINFORCED MASONRY SHEAR WALLS.

Degree: 2007, Central Queensland University

 Wide spaced reinforced masonry (WSRM) walls that contain vertical reinforced cores at horizontal spacing up to 2000mm are commonly used in high wind zones of… (more)

Subjects/Keywords: masonry walls; shear loading; FEM

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APA (6th Edition):

Haider, W. (2007). INPLANE RESPONSE OF WIDE SPACED REINFORCED MASONRY SHEAR WALLS. (Thesis). Central Queensland University. Retrieved from http://library-resources.cqu.edu.au./thesis/adt-QCQU/public/adt-QCQU20070421.130337

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):

Haider, Waheed. “INPLANE RESPONSE OF WIDE SPACED REINFORCED MASONRY SHEAR WALLS.” 2007. Thesis, Central Queensland University. Accessed April 21, 2019. http://library-resources.cqu.edu.au./thesis/adt-QCQU/public/adt-QCQU20070421.130337.

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

MLA Handbook (7th Edition):

Haider, Waheed. “INPLANE RESPONSE OF WIDE SPACED REINFORCED MASONRY SHEAR WALLS.” 2007. Web. 21 Apr 2019.

Vancouver:

Haider W. INPLANE RESPONSE OF WIDE SPACED REINFORCED MASONRY SHEAR WALLS. [Internet] [Thesis]. Central Queensland University; 2007. [cited 2019 Apr 21]. Available from: http://library-resources.cqu.edu.au./thesis/adt-QCQU/public/adt-QCQU20070421.130337.

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

Council of Science Editors:

Haider W. INPLANE RESPONSE OF WIDE SPACED REINFORCED MASONRY SHEAR WALLS. [Thesis]. Central Queensland University; 2007. Available from: http://library-resources.cqu.edu.au./thesis/adt-QCQU/public/adt-QCQU20070421.130337

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


Oregon State University

24. Kim, Jun Hee. Performance-based seismic design of light-frame shearwalls.

Degree: PhD, Civil Engineering, 2003, Oregon State University

 Performance-based design has gained interest in recent years among structural designers and researchers. Performance-based design includes selection of appropriate building sites, structural systems and configurations,… (more)

Subjects/Keywords: Shear walls  – Design and construction

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APA (6th Edition):

Kim, J. H. (2003). Performance-based seismic design of light-frame shearwalls. (Doctoral Dissertation). Oregon State University. Retrieved from http://hdl.handle.net/1957/30436

Chicago Manual of Style (16th Edition):

Kim, Jun Hee. “Performance-based seismic design of light-frame shearwalls.” 2003. Doctoral Dissertation, Oregon State University. Accessed April 21, 2019. http://hdl.handle.net/1957/30436.

MLA Handbook (7th Edition):

Kim, Jun Hee. “Performance-based seismic design of light-frame shearwalls.” 2003. Web. 21 Apr 2019.

Vancouver:

Kim JH. Performance-based seismic design of light-frame shearwalls. [Internet] [Doctoral dissertation]. Oregon State University; 2003. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/1957/30436.

Council of Science Editors:

Kim JH. Performance-based seismic design of light-frame shearwalls. [Doctoral Dissertation]. Oregon State University; 2003. Available from: http://hdl.handle.net/1957/30436


Hong Kong University of Science and Technology

25. Suen, Po Chi. Steel-plate encased concrete coupling beams.

Degree: 2012, Hong Kong University of Science and Technology

 Coupled shear wall structures are recognised as one of the most efficient lateral load resisting systems. To achieve a desirable performance for such a system,… (more)

Subjects/Keywords: Concrete beams  – Testing; Reinforced concrete construction  – Testing; Shear walls  – Testing

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APA (6th Edition):

Suen, P. C. (2012). Steel-plate encased concrete coupling beams. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-b1198334 ; http://lbsearch.ust.hk:3210/sfx?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rfr_id=info:sid/HKUST:SPI&rft.genre=article&rft.issn=&rft.volume=&rft.issue=&rft.date=2012&rft.spage=&rft.aulast=Suen&rft.aufirst=Po%20Chi&rft.atitle=Steel-plate%20encased%20concrete%20coupling%20beams&rft.title= ; http://repository.ust.hk/ir/bitstream/1783.1-7721/1/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):

Suen, Po Chi. “Steel-plate encased concrete coupling beams.” 2012. Thesis, Hong Kong University of Science and Technology. Accessed April 21, 2019. https://doi.org/10.14711/thesis-b1198334 ; http://lbsearch.ust.hk:3210/sfx?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rfr_id=info:sid/HKUST:SPI&rft.genre=article&rft.issn=&rft.volume=&rft.issue=&rft.date=2012&rft.spage=&rft.aulast=Suen&rft.aufirst=Po%20Chi&rft.atitle=Steel-plate%20encased%20concrete%20coupling%20beams&rft.title= ; http://repository.ust.hk/ir/bitstream/1783.1-7721/1/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):

Suen, Po Chi. “Steel-plate encased concrete coupling beams.” 2012. Web. 21 Apr 2019.

Vancouver:

Suen PC. Steel-plate encased concrete coupling beams. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2012. [cited 2019 Apr 21]. Available from: https://doi.org/10.14711/thesis-b1198334 ; http://lbsearch.ust.hk:3210/sfx?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rfr_id=info:sid/HKUST:SPI&rft.genre=article&rft.issn=&rft.volume=&rft.issue=&rft.date=2012&rft.spage=&rft.aulast=Suen&rft.aufirst=Po%20Chi&rft.atitle=Steel-plate%20encased%20concrete%20coupling%20beams&rft.title= ; http://repository.ust.hk/ir/bitstream/1783.1-7721/1/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:

Suen PC. Steel-plate encased concrete coupling beams. [Thesis]. Hong Kong University of Science and Technology; 2012. Available from: https://doi.org/10.14711/thesis-b1198334 ; http://lbsearch.ust.hk:3210/sfx?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rfr_id=info:sid/HKUST:SPI&rft.genre=article&rft.issn=&rft.volume=&rft.issue=&rft.date=2012&rft.spage=&rft.aulast=Suen&rft.aufirst=Po%20Chi&rft.atitle=Steel-plate%20encased%20concrete%20coupling%20beams&rft.title= ; http://repository.ust.hk/ir/bitstream/1783.1-7721/1/th_redirect.html

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


University of California – Berkeley

26. Tanyeri, Ahmet Can. Seismic Performance and Modeling of Reinforced Concrete and Post-Tensioned Precast Concrete Shear Walls.

Degree: Civil and Environmental Engineering, 2014, University of California – Berkeley

 Past earthquakes have shown examples of unsatisfactory performance of buildings using reinforced concrete structural walls as the primary lateral-force-resisting system. In the 1994 Northridge earthquake,… (more)

Subjects/Keywords: Civil engineering; post-tensioning; precast concrete; reinforced concrete; seismic; shear walls

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APA (6th Edition):

Tanyeri, A. C. (2014). Seismic Performance and Modeling of Reinforced Concrete and Post-Tensioned Precast Concrete Shear Walls. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/7231r2g9

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):

Tanyeri, Ahmet Can. “Seismic Performance and Modeling of Reinforced Concrete and Post-Tensioned Precast Concrete Shear Walls.” 2014. Thesis, University of California – Berkeley. Accessed April 21, 2019. http://www.escholarship.org/uc/item/7231r2g9.

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

MLA Handbook (7th Edition):

Tanyeri, Ahmet Can. “Seismic Performance and Modeling of Reinforced Concrete and Post-Tensioned Precast Concrete Shear Walls.” 2014. Web. 21 Apr 2019.

Vancouver:

Tanyeri AC. Seismic Performance and Modeling of Reinforced Concrete and Post-Tensioned Precast Concrete Shear Walls. [Internet] [Thesis]. University of California – Berkeley; 2014. [cited 2019 Apr 21]. Available from: http://www.escholarship.org/uc/item/7231r2g9.

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

Council of Science Editors:

Tanyeri AC. Seismic Performance and Modeling of Reinforced Concrete and Post-Tensioned Precast Concrete Shear Walls. [Thesis]. University of California – Berkeley; 2014. Available from: http://www.escholarship.org/uc/item/7231r2g9

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


McGill University

27. Abergel, Denis P. Deflection solutions of special coupled wall structures by differential equations.

Degree: M. Eng., Department of Civil Engineering and Applied Mechanics, 1981, McGill University

Subjects/Keywords: Walls.; Tall buildings.; Shear (Mechanics)

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APA (6th Edition):

Abergel, D. P. (1981). Deflection solutions of special coupled wall structures by differential equations. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile52474.pdf

Chicago Manual of Style (16th Edition):

Abergel, Denis P. “Deflection solutions of special coupled wall structures by differential equations.” 1981. Masters Thesis, McGill University. Accessed April 21, 2019. http://digitool.library.mcgill.ca/thesisfile52474.pdf.

MLA Handbook (7th Edition):

Abergel, Denis P. “Deflection solutions of special coupled wall structures by differential equations.” 1981. Web. 21 Apr 2019.

Vancouver:

Abergel DP. Deflection solutions of special coupled wall structures by differential equations. [Internet] [Masters thesis]. McGill University; 1981. [cited 2019 Apr 21]. Available from: http://digitool.library.mcgill.ca/thesisfile52474.pdf.

Council of Science Editors:

Abergel DP. Deflection solutions of special coupled wall structures by differential equations. [Masters Thesis]. McGill University; 1981. Available from: http://digitool.library.mcgill.ca/thesisfile52474.pdf


University of North Texas

28. Lan, Xing. Seismic Performance Evaluation of Novel Cold-Formed Steel Framed Shear Walls Sheathed with Corrugated Steel Sheets.

Degree: 2017, University of North Texas

 This thesis presents experiments and numerical analysis of a novel cold-formed steel framed shear wall sheathed with corrugated steel sheets. The objective of this newly… (more)

Subjects/Keywords: Cold-Formed Steel Shear Walls; Finite Element Analysis; Performance Evaluation

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APA (6th Edition):

Lan, X. (2017). Seismic Performance Evaluation of Novel Cold-Formed Steel Framed Shear Walls Sheathed with Corrugated Steel Sheets. (Thesis). University of North Texas. Retrieved from https://digital.library.unt.edu/ark:/67531/metadc1011859/

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):

Lan, Xing. “Seismic Performance Evaluation of Novel Cold-Formed Steel Framed Shear Walls Sheathed with Corrugated Steel Sheets.” 2017. Thesis, University of North Texas. Accessed April 21, 2019. https://digital.library.unt.edu/ark:/67531/metadc1011859/.

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

MLA Handbook (7th Edition):

Lan, Xing. “Seismic Performance Evaluation of Novel Cold-Formed Steel Framed Shear Walls Sheathed with Corrugated Steel Sheets.” 2017. Web. 21 Apr 2019.

Vancouver:

Lan X. Seismic Performance Evaluation of Novel Cold-Formed Steel Framed Shear Walls Sheathed with Corrugated Steel Sheets. [Internet] [Thesis]. University of North Texas; 2017. [cited 2019 Apr 21]. Available from: https://digital.library.unt.edu/ark:/67531/metadc1011859/.

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

Council of Science Editors:

Lan X. Seismic Performance Evaluation of Novel Cold-Formed Steel Framed Shear Walls Sheathed with Corrugated Steel Sheets. [Thesis]. University of North Texas; 2017. Available from: https://digital.library.unt.edu/ark:/67531/metadc1011859/

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

29. Sholeh, M. Investigation into behaviour of coupled shear walls by means of continuous method:.

Degree: 2014, Delft University of Technology

Subjects/Keywords: coupled shear walls

…Coupled shear walls TU Delft 12.1 Walls supported on individual elastic foundation… …144 VI Coupled shear walls TU Delft List of figures Figure 1.1 : A sample of curve… …4 Figure 2.1 : Coupled shear walls according to continuous method model… …6 Figure 2.2 : Internal forces in coupled shear walls… …28 Figure 3.1: coupled shear walls on elastic foundation… 

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APA (6th Edition):

Sholeh, M. (2014). Investigation into behaviour of coupled shear walls by means of continuous method:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:7784ccb7-cfcf-425e-82c1-cd408d49f179

Chicago Manual of Style (16th Edition):

Sholeh, M. “Investigation into behaviour of coupled shear walls by means of continuous method:.” 2014. Masters Thesis, Delft University of Technology. Accessed April 21, 2019. http://resolver.tudelft.nl/uuid:7784ccb7-cfcf-425e-82c1-cd408d49f179.

MLA Handbook (7th Edition):

Sholeh, M. “Investigation into behaviour of coupled shear walls by means of continuous method:.” 2014. Web. 21 Apr 2019.

Vancouver:

Sholeh M. Investigation into behaviour of coupled shear walls by means of continuous method:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Apr 21]. Available from: http://resolver.tudelft.nl/uuid:7784ccb7-cfcf-425e-82c1-cd408d49f179.

Council of Science Editors:

Sholeh M. Investigation into behaviour of coupled shear walls by means of continuous method:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:7784ccb7-cfcf-425e-82c1-cd408d49f179


University of New South Wales

30. Dabbagh, Hooshang. Strength and ductility of high-strength concrete shear walls under reversed cyclic loading.

Degree: Civil & Environmental Engineering, 2005, University of New South Wales

 This study concerns the strength and behaviour of low-rise shear walls made from high-strength concrete under reversed cyclic loading. The response of such walls is… (more)

Subjects/Keywords: Shear (Mechanics); Concrete walls  – Testing

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

APA (6th Edition):

Dabbagh, H. (2005). Strength and ductility of high-strength concrete shear walls under reversed cyclic loading. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/27467 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:1275/SOURCE01?view=true

Chicago Manual of Style (16th Edition):

Dabbagh, Hooshang. “Strength and ductility of high-strength concrete shear walls under reversed cyclic loading.” 2005. Doctoral Dissertation, University of New South Wales. Accessed April 21, 2019. http://handle.unsw.edu.au/1959.4/27467 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:1275/SOURCE01?view=true.

MLA Handbook (7th Edition):

Dabbagh, Hooshang. “Strength and ductility of high-strength concrete shear walls under reversed cyclic loading.” 2005. Web. 21 Apr 2019.

Vancouver:

Dabbagh H. Strength and ductility of high-strength concrete shear walls under reversed cyclic loading. [Internet] [Doctoral dissertation]. University of New South Wales; 2005. [cited 2019 Apr 21]. Available from: http://handle.unsw.edu.au/1959.4/27467 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:1275/SOURCE01?view=true.

Council of Science Editors:

Dabbagh H. Strength and ductility of high-strength concrete shear walls under reversed cyclic loading. [Doctoral Dissertation]. University of New South Wales; 2005. Available from: http://handle.unsw.edu.au/1959.4/27467 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:1275/SOURCE01?view=true

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