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Abstract：
In this paper, the nonlinear dynamic finite element analysis method and the nonlinear static pushover finite element analysis method of reinforced concrete shear walls with openings have been established, and the corresponding computer programs have been developed. By the comparison with experimental analysis results, the accuracy level of the nonlinear dynamic and the nonlinear static pushover finite element analysis method of reinforced concrete shear walls with openings have been inspected, and the reliability of the nonlinear static pushover finite element method to be used for anti-seismic nonlinear performance assessment of reinforced concrete shear walls with openings has been verified.
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Journal of Earthquake Engineering and Engineering Vibration
ISSN： 1000-1301
Year： 2005
Issue： 3
Volume： 25
Page： 47-54
Cited Count：
WoS CC Cited Count： 0
SCOPUS Cited Count：
ESI Highly Cited Papers on the List： 0 Unfold All
WanFang Cited Count：
Chinese Cited Count：
30 Days PV： 6
