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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

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【作者】 赵宝军王琼陈志河黄少文谭健

【Author】 ZHAO Baojun;WANG Qiong;CHEN Zhihe;HUANG Shawen;TAN Jian;Guangdong Hailong Construction Technology Company Limited;Shenzhen Hailong Construction Technology Company Limited;School of Materials Science and Engineering,Nanchang University;

【机构】 广东海龙建筑科技有限公司深圳海龙建筑科技有限公司南昌大学材料科学与工程学院

【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.

  • 【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
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