摘要
论述了底部框架—抗震墙砌体结构设计的重难点,介绍了结构抗震能力的评估方法,结合实际算例,研究了该类结构在地震作用下的弹塑性变形及抗震性能,并制定了合理的结构加固措施,通过计算分析证明该结构满足抗震要求,为复杂结构的受力分析提供了参考。
This paper discussed the difficult point of lower frame-shear wall masonry structure design,introduced the evaluation method of structure shear capability,combining with the actual example,researched the elastic-plastic deformation and seismic performance of the structure under the earthquake action,and made reasonable structure reinforcement measures,through the calculation and analysis showed that the structure satisfied the shear requirement,provided some reference for complex structures force and analysis.
出处
《山西建筑》
2016年第3期34-36,共3页
Shanxi Architecture
关键词
底部框架
抗震墙
砌体结构
抗震能力
弹性分析
lower frame
shear wall
masonry structure
seismic capacity
elastic analysis
