现浇混凝土隔墙不同节点做法对结构抗震性能的影响_OpenScirbe Publishing

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现浇混凝土隔墙不同节点做法对结构抗震性能的影响

Author(s)：
张文茂

Publication Title：

Urban and Rural Studies 2024 No.04

Affiliations：
重庆市设计院有限公司

Abstract：
为研究现浇混凝土外隔墙不同节点做法对主体结构抗震性能的影响，本文采用结构有限元计算软件对不同节点做法进行数值模拟。结果表明：外隔墙采用现浇混凝土整体浇筑时，结构整体计算周期减小，结构位移比，位移角减小，结构倾覆力矩、楼层剪力增大，基于数值模拟结果，建议结构计算分析中适当考虑现浇混凝土外隔墙的刚度影响，必要时，在结构计算模型中整体建模分析。

Keywords：
高层建筑；现浇混凝土外隔墙；数值模拟；抗震性能

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[1] 张文茂.现浇混凝土隔墙不同节点做法对结构抗震性能的影响[J].Urban and Rural Studies,2024(04),.

城镇建设

Urban and Rural Studies

Language: 中文

CN：10-1589/TU

ISSN：2096-6539

Publication Frequency: 半月刊

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