摘要
罕遇地震作用下进行结构弹塑性变形验算是十分必要的,目前结构弹塑性变形验算的方法均是基于地基刚性假定提出的,而考虑土-结构动力相互作用的结构弹塑性变形验算有待研究.采用平面桩-土-结构弹塑性有限元分析,探讨了水平地震作用下土-结构相互作用对弹塑性变形特性的影响.分析发现,考虑相互作用后,多层框架结构弹塑性层间位移均有折减,薄弱层的塑性变形减小,发生塑性破坏的程度降低.对多层框架结构按现有规范进行弹塑性变形验算可能偏安全.
It is necessary to analysis the structure elastoplastic deformation subjected to rare seismic action and the present methods are mostly based on the rigid foundation assumption, which give rise to the method considering the soilstructure dynamic interaction. Adopting the plan pile-soil-structure elastoplastic finite element models, the influence of soil- structure interaction for the structure elastoplastic deformation in the horizontal earthquake has been analyzed. Through analysing we found, considering interaction, the muhilayer-frame elastoplastic displacement was discounted, elastic displacement was minished in the weakness layer and the possibility of break was reduced. The elastoplastic deformation computed by the Code is conservative.
出处
《重庆大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2006年第10期78-81,共4页
Journal of Chongqing University
基金
国家自然科学基金资助项目(59878055)
关键词
地震作用
桩动力相互作用
弹塑性变形
seismic action
pile
dynamic interaction
elastoplastic deformation
