Collapse simulation of reinforced concrete high-rise building induced by extreme earthquakes
Author:
Affiliation:
1. Department of Civil Engineering; Tsinghua University; Beijing; 100084; China
2. Griffith School of Engineering; Griffith University Gold Coast Campus; Queensland; 4222; Australia
Publisher
Wiley
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.2240/fullpdf
Reference43 articles.
1. Shaking table test of a 1: 20 scale high-rise building with a transfer plate system;Li;Journal of Structural Engineering,2006
2. Collapse of a nonductile concrete frame: Shaking table tests;Wu;Earthquake Engineering and Structural Dynamics,2009
3. Seismic performance of an unreinforced masonry building: An experimental investigation;Bothara;Earthquake Engineering and Structural Dynamics,2010
4. Adaptively shifted integration technique for finite element collapse analysis of framed structures;Toi;International Journal for Numerical Methods in Engineering,1999
5. Lessons from the collapse of typical RC frames in Xuankou School during the great Wenchuan Earthquake;Lu;Advances in Structural Engineering,2012
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