摘要
在常用的反应谱方法的基础上.对平台的地震响应进行了理论分析,并结合规范要求.推导出结构最大响应所在的方向.
On the base of response spectrum method usually used, the theoretical analysis for seismic response of offshore platform is carried out. The direction of maxmium response of structure is derived out in connection with the requirement of the rules.
出处
《中国海洋平台》
1997年第4期150-152,共3页
China offshore Platform
