Simplified analysis of asymmetric structures with supplemental damping.

This study investigated the effects of neglecting off diagonal terms of the transformed damping matrix on the seismic response of non-proportionally damped asymmetric plan systems with the specific aim of identifying the range of system parameters for which this simplification can be used without in...

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發表在:Earthquake engineering & structural dynamics. 30, 9 (2001).
主要作者: Goel, Rakesh K.
格式: Article
語言:English
主題: