摘要
介绍了层间隔震建筑下部结构弹塑性简化分析模型的建立方法,并将简化模型与精细模型的弹塑性分析结果作了对比,验证了简化分析模型的合理性,解决了层间隔震结构的量化弹塑性分析问题。
The paper introduces elastic-plastic simplified analysis model establishing method of bottom structure of interlayer seismic isolation building,and compares the elastic-plastic analysis results of simplified mode and detailed model. As a result,it testifies the rationality of simplified analysis model,and solves quantitative elastic-plastic analysis problems of interlayer seismic isolation structure as well.
出处
《山西建筑》
2016年第26期56-58,共3页
Shanxi Architecture
关键词
层间隔震
简化模型
弹塑性分析
建筑结构
interlayer seismic isolation
simplified model
elastic-plastic analysis
architectural structure