论文部分内容阅读
本文通过二个１：２．５缩尺的无门洞砖填充墙和开门洞砖填充墙框架的拟动力地震反应试验，研究了砖填充墙框架结构模型在弹性、开裂和破坏各个阶段的地震反应和破坏形态，并与纯框架的拟动力地震反应试验结果进行了比较。采用杆系－层间模型进行无门洞砖填充墙框架的弹塑性地震反应分析，计算结果表明，理论分析结果与试验结果吻合较好。
In this paper, through the pseudo-dynamic seismic response test of two 1:25 scaled-in-place brick-infilled brick walls and open-paved brick infilled wall frames, the seismic responses of the frame-filled brick frame structures in various stages of elasticity, cracking and failure are studied. And the damage patterns were compared with the results of the pseudo-framework seismic response test. The elasto-plastic seismic response analysis of the frame-in-place brick infilled-wall frame was performed using the bar-interlayer model. The calculated results show that the theoretical analysis results are in good agreement with the experimental results.