TU311.3
Parameters dominating elasto- plastic earthquake response of SDOF systems,relation between ground motion amplitude and elasto- plastic response of SDOF systems are presented in this paper.
黄宗明 孙勇.决定单自由度体系弹塑性地震反应的结构参数分析[J].土木与环境工程学报(中英文),1996,18(3):42~48