Dynamic collapse analysis for a reinforced concrete frame sustaining shear and axial failures.

Shaking table test results from a one-story, two-bay reinforced concrete frame sustaining shear and axial failures are compared with nonlinear dynamic analyses using models developed for the collapse assessment of older reinforced concrete buildings. The models provided reasonable estimates of the o...

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发表在:Earthquake engineering & structural dynamics. 37, 7 (2008).
主要作者: Elwood, Kenneth J.
格式: 文件
语言:English
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