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Title

A New Approach for Seismic Design of the Asymmetric Shear Wall Concrete Buildings Located Within Near-Fault Ground Motions

Year: 1388
COI: ICCE08_529
Language: EnglishView: 3,066
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Authors

Abbas Ghasemi - Ph.D. and Professor, Department of Civil Engineering, Tarbiat Modares University, Tehran, Iran
Hamzeh Shakib - Ph.D. and Professor, Department of Civil Engineering, Tarbiat Modares University, Tehran, Iran

Abstract:

Near-fault ground motions impose large demands on structures compared to far-fault ground motions. Recent studies have pointed out that the stiffness and strength of the ductile RC structural walls are dependent parameters. Based on the proposed approach, the strength distributed among the resisting elements. Minimum torsional response in one-storey and multistorey under near-fault and far-fault ground motions are determined. A new displacement-base design method by considering criteria such as characteristics of the dynamic torsional response, the ductility of the RC walls, the system ductility and the story-drift at the softer edge of the building under the design earthquake are explained. With respect to the displacement profile, post yield displacement and curvature ductility factor of elements are defined. Therefore, confinement of concrete in boundary would be controlled.

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Paper COI Code

This Paper COI Code is ICCE08_529. Also You can use the following address to link to this article. This link is permanent and is used as an article registration confirmation in the Civilica reference:

https://civilica.com/doc/62576/

How to Cite to This Paper:

If you want to refer to this Paper in your research work, you can simply use the following phrase in the resources section:
Ghasemi, Abbas and Shakib, Hamzeh,1388,A New Approach for Seismic Design of the Asymmetric Shear Wall Concrete Buildings Located Within Near-Fault Ground Motions,8th International Congress on Civil Engineering,Shiraz,https://civilica.com/doc/62576

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  • Shakib, H. and Datta, T.K. (1996), "Inelastic response of torsionally ...
  • Chandler AM, Duan XN, Rutenberg A. "Seismic torsional response: assumptions, ...
  • Shakib, H. and Fuladgar, A. (2004), "Dynamic soil-structure interaction effects ...
  • Pauley, T. (2001), "Some design principles relevant to torsional phenomena ...
  • Myslimaj, B. and Tso, W.K. (2003), "A yield displacement di ...
  • Shakib, H. and Ghasemi, A. (2007), "Considering diferent criteria for ...
  • Pristley, M. and Kowalsky, M. j. (1998), "Aspect of drift ...
  • EC8 - Eurocode 8. Design provisions for earthquake resistance of ...

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The specifications of the publisher center of this Paper are as follows:
Type of center: دانشگاه دولتی
Paper count: 35,372
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