Seismic behaviour of asymmetric buildings with supplemental damping.

This paper investigated the response of asymmetric plan buildings with supplemental viscous damping to harmonic ground motion using modal analysis techniques. It is shown that most modal parameters, except dynamic amplification factors (DAFs), are affected very little by the plan wise distribution o...

詳細記述

書誌詳細
出版年:Earthquake engineering & structural dynamics. 29, 4 (2000).
第一著者: Goel, Rakesh K.
フォーマット: 論文
言語:英語
主題: