摘要
以静力弹塑性分析方法为工具,研究多层排架结构的抗震性能。对多层排架结构进行力学模型的简化,通过编制MATALB程序,得出多层排架结构的层间位移和塑性铰出现位置和顺序等结果;对与多层排架结构相仿框架结构进行同样的分析,比较二者的抗震性能指标,从而对多层排架结构的设计和施工提出建议。
With the Pushover Analysis method in order to research on the seismic behavior of the multistorey bent structure. Simplifying the mechanical model of the multi-storey bent structure, compiling the procedures by MATLAB to get the displacement between stories and the locations and the order of the plastic hinges for the multi-storey bent structure; Comparing the seismic behavior of the multi-storey bent structure and multi-storey frame structure in order to bring forward some suggestions in the design and construction of the multi-storey bent structure.
出处
《建筑技术》
北大核心
2011年第5期459-461,共3页
Architecture Technology
关键词
多层排架结构
静力弹塑性分析
模型简化
抗震性能
框架结构
multi-storey bent structure
static elastic-plastic analysis
model simplifying
seismic behavior
frame structure
