节点文献
深圳市多层钢结构模块化幼儿园的抗震分析
Seismic Analysis and Structural Optimization of Multistory Steel Structure Modular Kindergarten in Shenzhen
【摘要】 对运用了新型连接方式的深圳市福田区某3层钢结构模块化幼儿园,运用盈建科分析软件,对其结构进行静力弹塑性分析和弹塑性时程分析。分析结果表明,幼儿园结构构件的性能储备较大,可适当优化构件截面;同时该结构抗震性能指标满足规范要求,验证了幼儿园结构布置的合理性,结合模块化建筑绿色节能、可快速建造和社会效益高等优点,建议进一步推广应用。
【Abstract】 For a three-story modular kindergarten with a steel structure in Futian District,Shenzhen that uses a new connection method,YJK analysis software is used to conduct static elastoplastic analysis and elastoplastic time history analysis of its structure. The analysis results show that the kindergarten’s structural components have a large performance reserve,and the component cross-section can be appropriately optimized;At the same time,the seismic performance index of the structure meets the requirements of the specification,which verifies the rationality of the kindergarten’s structural layout,and combines the modular building with energy-saving,rapid construction and high social benefit,it is recommended to further promote the application.
【Key words】 modular structure; elastoplastic analysis; seismic performance;
- 【文献出处】 广东土木与建筑 ,Guangdong Architecture Civil Engineering , 编辑部邮箱 ,2021年05期
- 【分类号】TU391;TU352.11
- 【被引频次】5
- 【下载频次】176