Seismic performance of HSC dual systems irregular in elevation

Seismic performance of HSC dual systems irregular in elevation

This paper presents a study on the seismic nonlinear performance of 86 multistory dual systems irregular in elevation and constructed from normal strength concrete (with fc = 25 MPa) and high-strength concrete (with fc = 75 MPa). The applicability of the Static Equivalent Lateral Force (SELF) method...

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Bibliographic Details
Main Authors: A.M. Yousef, S.E. El-Metwally, M.A. El-Mandouh
Format: Article
Language:English
Published: Elsevier 2014-06-01
Series:Ain Shams Engineering Journal
Subjects:
Seismic response
Nonlinear
Vertical irregularity
Time history
Normal strength concrete
High-strength concrete
Setback
Online Access:http://www.sciencedirect.com/science/article/pii/S2090447913001172

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http://www.sciencedirect.com/science/article/pii/S2090447913001172

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