摘要
采用一种简单的模型计算拱坝河谷平面内反应， 使地基的动力刚度不但容易确定， 而且自由场输入也很简单． 对 Ｐ 和 Ｓ Ｖ 波在不同入射情况的河谷反应进行了频域求解． 结果表明： 这种计算模型能有效地反应河谷两岸山体的放大效应、幅差和相差． 程序的计算过程简单， 便于工程应用．
A reasonable procedure is proposed to calculate the free response of arch dam in canyon. It makes the determination of dynamic stiffness of the foundation easier and the input of the free field is very simple. Response to different incident conditions of P and SV waves are analyzed in frequency domain. The calculation results show that this approach can effectively reflect the magnifying effect of the canyon banks, amplitude difference and phase difference. The procedure is applied to engineering practive.
出处
《水利学报》
EI
CSCD
北大核心
1999年第9期20-23,共4页
Journal of Hydraulic Engineering
关键词
子结构
结构-土
相互作用
自由场
拱坝
substructure, structure soil interaction, free field response.
