摘要
通过普通砖墙及用钢丝网水泥砂浆抹面加固的砖墙（简称夹板墙）在低周反复荷载作用下的试验研究，分析了用夹板墙加固砖墙的效果及抗震性能，给出了未裂墙用夹板墙进行抗震加固的设计计算方法．
Based on an experiment of ordinary brick wall and the wall strengthened with steel meshed cement mortar under lower cycle reversal load, the aseismic behavior and strengthening effect of the wall is analysied, and the design method of brick wall strengthened with steel meshed cement mortar is proposed.
出处
《西安建筑科技大学学报（自然科学版）》
CSCD
1998年第3期228-232,共5页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
