摘要
本文以土—结构动力相互作用理论为基础 ,对板柱节点类型对地铁车站抗震的影响进行了深入的探讨 ,并就如何加强地铁车站的抗震 。
Based on the theory of soil?structure dynamic interaction,we carried out a extensive analysis about the influence of the plate?colum joint type on the seismic performance for subway station.Some suggestion for the design and construction concerned how to enhance earthquake resistance of subway station are given.
出处
《工程抗震》
2000年第2期36-41,共6页
Earthquake Resistant Engineering
基金
国家和北京市自然科学基金资助项目
