摘要
本文在MTS电液伺服加载系统上对缩尺比例为1/3的钢框架模型进行模拟地震反应试验,通过对钢框架模型试验结果与理论分析结果进行对比研究,了解钢框架结构的抗震性能。
The earthquake response tests have been conducted on the specimen of steel frame model with 1/3 scale by MTS , and the results were comparatively analyzed to theoretical analysis. in order to study seismic behaviors of steel frame structure system under common earthquake action.
出处
《福建建材》
2011年第3期1-2,9,共3页
Fujian Building Materials
关键词
钢框架
拟动力试验
抗震性能
steel framed structure
pseudo dynamic testing
seismic behavior
