Extended MSRS rule for seismic analysis of bridges subjected to differential support motions.

This paper introduces a generalized formulation of the multiple support response spectrum (MSRS) method and extends it by accounting for the quasi-static contributions of truncated modes. The generalized formulation allows consideration of response quantities that involve support degrees of freedom...

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發表在:Earthquake engineering & structural dynamics. 40, 12 (2011).
主要作者: Konakli, Katerina
格式: Article
語言:English
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