| 某框剪结构的弹性时程分析 |
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| 引用本文： | 慕欣,吴秀红. 某框剪结构的弹性时程分析[J]. 安徽水利水电职业技术学院学报, 2010, 10(1): 7-9. DOI: 10.3969/j.issn.1671-6221.2010.01.003 |
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| 作者姓名： | 慕欣 吴秀红 |
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| 作者单位： | 安徽水利水电职业技术学院,安徽,合肥,231603;芜湖县规划设计院,安徽,芜湖,241100 |
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| 摘 要： | 文章使用结构分析软件SATWE和PMSAP对某框剪结构进行结构计算分析,其结果表明动力时程反应值5项指标均小于《规范》反应谱法的计算值,说明该结构体系无薄弱层,与振型分解反应谱法得出的结论相同。
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| 关 键 词： | 框剪结构 结构分析 时程分析 薄弱层 |
Elastic time-history analysis of a frame shearwall structure |
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| MU Xin,WU Xiu-hong. Elastic time-history analysis of a frame shearwall structure[J]. Journal of Anhui Technical College of Water Resources and Hydroelectric Power, 2010, 10(1): 7-9. DOI: 10.3969/j.issn.1671-6221.2010.01.003 |
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| Authors: | MU Xin WU Xiu-hong |
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| Affiliation: | 1.Anhui Technical College of Water Resources and Hydroelectric Power;Hefei 231603;China;2.Wuhu County Plan and Design Institution;Wuhu 241100;China |
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| Abstract: | This paper carries on the structure analysis calculation of a frame shearwall structure with structure analysis program SATWE and PMSAP,the consequence indicates that the five indicator value of the time-history analysis response are less than the standard response spectral method predicted values,indicating that the structure systerm has no weak floor,the conclusions are the same as the stardard response spectral method. |
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| Keywords: | frame shearwall structure structure analysis time-history analysis weak floor |
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