摘要
通过浙江某钢筋混凝土筒仓整体坍塌事故原因的分析,并结合一系列的有限元分析,探讨钢筋混凝土筒仓上部结构与地基基础共同作用的机理,对现行的计算方法提出了个人观点,并对此类结构在设计中如何考虑该问题提出了相关建议。
Based on the analysis of integral collapse of a reinforced concrete silo, through a series of finite element analysis examples, it is discussed the interaction mechanism of the superstructure and the foundation for the reinforced concrete silo, and is proposed some individual viewpoints for the present design method. At last, it is put forward that some suggestions on this question of this structure design
出处
《工业建筑》
CSCD
北大核心
2008年第4期116-118,共3页
Industrial Construction
关键词
筒仓
共同作用
坍塌
峰值平台
silo interaction collapse platform of peak value
