摘要
通过分析软土地基下桩承高层建筑的相互作用，发现在高层建筑的抗震分析中考虑结构－桩－ 土相互作用是必要的，按照刚性地基假定进行计算并不一定就是安全的。
It has been found out by analyzing the building pile soil interaction of a high rise construction supported with piles in a soft ground that it is necessary to take account of the building pile soil interaction in the aseismic analysis of the high rise buildings because it may not always be safe for the calculations based on the rigid foundation assumptions.
出处
《工业建筑》
EI
CSCD
北大核心
2000年第2期44-46,共3页
Industrial Construction
关键词
二步分析法
结构-桩-土
相互作用
地震反应
coupling of infinite element and finite element\ companent modes——two steps method\ building pile soil interaction\ earthquake response
