论文部分内容阅读
本文通过对加固前后墙体的受办生能、变形能力以及不同加固方案加固效果的对比,分析了粘贴CFRP布的加固方法对该类墙体抗震性能的影响情况,并表明利用有限元软件对该类结构进行数值模拟分析的有效性和可行性。
In this paper, by contrasting the capacity of the wall before and after reinforcement, the deformation ability and the reinforcement effect of different reinforcement schemes, the influence of the reinforcement method with CFRP cloth on the seismic performance of the wall is analyzed, and the finite element software The validity and feasibility of numerical simulation of such structures.