| 某建筑抗震加固有限元分析 |
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| 引用本文： | 李晨凯. 某建筑抗震加固有限元分析[J]. 山西建筑, 2013, 0(35): 36-37 |
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| 作者姓名： | 李晨凯 |
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| 作者单位： | 太原理工大学建筑与土木工程学院,山西太原030024 |
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| 摘 要： | 以某中学实验楼加固改造工程为例,分别对角钢和碳纤维两种加固措施在加固前和加固后的抗震性能进行了对比分析,运用振型反应谱分析方法对构件承载力的加固等做了有益探索,为今后的加固改造工程提供了参考。
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| 关 键 词： | 框架结构 抗震加固 振型反应谱 |
On finite element analysis of seismic reinforcement of some building |
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| LI Chen-kai. On finite element analysis of seismic reinforcement of some building[J]. Shanxi Architecture, 2013, 0(35): 36-37 |
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| Authors: | LI Chen-kai |
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| Affiliation: | LI Chen-kai (Architectural and Civil Engineering College, Taiyuan University of Technology, Taiyuan 030024, China) |
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| Abstract: | Taking the consolidation and reconstruction project of some experimental building in some middle school as the example, the paper un- dertakes the comparative analysis of the seismic performance of building with the angle steel and carbon fiber consolidation measures before and after the consolidation, adopts the shock response spectrum analytic method to have the helpful exploration for the consolidation of the component bearing capacity, so as to provide some reference for the following consolidation and reconstruction projects. |
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| Keywords: | frame structure seismic consolidation shock response spectrum |
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