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。
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.
出处
《山西建筑》
2013年第35期36-37,共2页
Shanxi Architecture
关键词
框架结构
抗震加固
振型反应谱
frame structure, seismic consolidation, shock response spectrum
