摘要
利用结构弹塑性地震反应理论，采用理想弹塑性模型，通过结构非线性分析程序，对双层柱面网壳进行了地震作用下的弹塑性分析．对杆件进入塑性后网壳的地震响应和抗震性能进行了较详细的研究，同时给出了对网壳工程设计有指导意义的结论．
A theoretical study is presented on elastic-plastic seismic performance of lattice shells.Using a nonlinear computer program, the seismic response analysis of a double-layer cylindrical lattice shell is carried cut A detailed analysis is performed to investigate the elastic-plastic performance of the shell under strong ground motions. The elastic-plastic behaviors for displacements of nodes and stresses of members of the structure are discussed. Some suggestions are given for guiding the design of lattice shell in seismic regions.
出处
《北京工业大学学报》
CAS
CSCD
北大核心
2001年第1期50-53,共4页
Journal of Beijing University of Technology
基金
国家自然科学基金资助项目!(59895410)
北京市自然科学基金资助项目!(8982004)
关键词
钢网壳
弹塑性
地震反应
抗震性能
lattice shell, elastic-plastic behavior, seismic response
