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维护板对轻钢框架结构体系抗震性能影响分析
引用本文:杨国栋.维护板对轻钢框架结构体系抗震性能影响分析[J].山西建筑,2013(36):48-49.
作者姓名:杨国栋
作者单位:山西中条山工程设计研究有限公司铜城设计院,山西垣曲043700
摘    要:通过建立带维护板的6层轻钢框架结构模型,对其进行了模态分析和地震响应弹塑性时程分析,计算得到动力时程分析结果中结构的顶点位移、最大层间位移等数据,并以此分析了维护板对轻钢框架结构体系抗震性能的影响.

关 键 词:维护板  轻钢框架  抗震性能  弹塑性时程分析

On influential analysis of maintenance panel on anti-seismic performance of light steel framework system
YANG Guo-dong.On influential analysis of maintenance panel on anti-seismic performance of light steel framework system[J].Shanxi Architecture,2013(36):48-49.
Authors:YANG Guo-dong
Affiliation:YANG Guo-dong ( Tongcheng Design Institute, Shanxi Zhongtiaoshan Engineering Design Institute Co. , Ltd, Yuanqu 043700, China)
Abstract:According to the establishment of the six-storey light steel framework structure model with the maintenance panel, the paper undertakes the modal analysis and seismic response elastic-plastic time-history analysis, achieves the structural top displacement, the maximal inter-storey drift from the analysis result of the dynamic time-history analysis results, and indicates the influence of the maintenance panel on the anti-seismic performance of the light steel framework structural system.
Keywords:maintenance panel  light steel framework  anti-seismic performance  elastic-plastic time-history analysis
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