摘要
评述了钢筋混凝土平面及空间高层结构的非线性地震反应分析现状，指出了这方面存在的问题和需要进一步研究的课题。
オhe state-of-art in nonlinear seismic response analysis of RC tall building structures is reviewed. The problems existing in analytical models and further studies on the subject are pointed out.
出处
《世界地震工程》
CSCD
1998年第2期1-8,共8页
World Earthquake Engineering
关键词
钢筋混凝土
高层结构
非线性
地震反应
Reinforced concrete Tall building structure Nonlinearity Seismic response
