| 带夹层结构轻钢大跨结构抗震性能数值分析 |
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| 引用本文： | 王占江,周雪晖.带夹层结构轻钢大跨结构抗震性能数值分析[J].山西建筑,2012,38(5):57-58. |
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| 作者姓名： | 王占江 周雪晖 |
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| 作者单位： | 1. 中国建筑技术集团有限公司,北京,100013
2. 中国城市建设研究院,北京,100029 |
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| 摘 要： | 以某大跨汽车展厅结构为例,采用大型ABAQUS数值分析软件建立不同的夹层布置分析模型,对比了夹层结构不同布置位置以及主副结构连接方式不同时门式刚架的抗震性能,根据分析结果对带夹层轻钢大跨结构设计分析提出了相应建议,对带夹层轻钢结构设计具有一定的参考价值。
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| 关 键 词： | 轻钢厂房 夹层结构 结构布置 结构侧移 抗震性能 |
On seismic performance numeric analysis of light-steel large-span structure with sandwich structure |
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| WANG Zhan-jiang,ZHOU Xue-hui.On seismic performance numeric analysis of light-steel large-span structure with sandwich structure[J].Shanxi Architecture,2012,38(5):57-58. |
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| Authors: | WANG Zhan-jiang ZHOU Xue-hui |
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| Affiliation: | WANG Zhan-jiang ZHOU Xue-hui |
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| Abstract: | Taking some large-scale car exhibiting hall as the example,the paper adopts the large-scale ABAQUS numeric analysis software to establish the various analysis models of sandwich allocation,compares the various allocations for the sandwich structures and the seismic performance of the portal frame under various connecting ways for the main and side structures,and points out the respective suggestions according to the design analysis of the light steel large-span structure with the sandwich structure. |
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| Keywords: | light steel workshop sandwich structure structural allocation structure lateral drift seismic performance |
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