格构式钢板加固砖砌体抗震性能试验研究  

Experimental study on seismic behavior of masonry wall strengthened by lattice steel plate

作　　者：于江[1] 杨永明[1] 

机构地区：[1]新疆大学建筑工程学院,新疆乌鲁木齐830047

出　　处：《四川建筑科学研究》2013年第6期182-184,共3页Sichuan Building Science

基　　金：乌鲁木齐市科技计划项目(XJEDU201010)

摘　　要：对格构式钢板加固墙体和未加固墙体共3片砖墙体模型进行伪静力试验。通过加固前后试件的受力、变形及破坏特征等的对比,分析格构式钢板加固对此类砌体结构抗震性能的影响,并对不同方案的加固效果进行了比较。By pseudo-static test of the model of unreinforced wall and lattice steel plate shear wall with three brick walls, the seismic reinforcement effectiveness is studied through the comparison of the load bearing capacity, deformation and failure shape of the wall not being strengthened and the strengthened one, and the different effects between two strengthening methods are compared as well.

关 键 词：抗震加固 砖砌体 格构式钢板 

分 类 号：TU398[建筑科学—结构工程]