钢筋网水泥砂浆加固砖房的抗震性能研究  

AN INVESTIGATION ON EARTHQUAKE--RESI- STANT BEHAVIOR OF MASONRY STRUCTURES STRENGTHENED WITH CEMENT MORTAR

作　　者：张代涛[1,2] 宋菊芳[1,2] 战振玲 

机构地区：[1]莱阳农学院农工系 [2]莱阳市能源办公室

出　　处：《莱阳农学院学报》1996年第1期62-67,共6页Journal of Laiyang Agricultural College

摘　　要：本文通过对试件ＺＦ（未加固的砖砌体房屋模型）试件ＪＺＦ（用“夹板墙”加固砖砌体房屋模型）的对比试验，利用模态分析方法，对试件ＪＺＦ、试件ＺＦ试验结果的动力特性进行了分析。In order to study the earthquake-resistant behavior of masonry structures strengthened with cement mortarrenforced with steel mesh, two brick building models-one which is strengthened and the other which is unstrengthened for comparison are experimented in laboratory.The method of mode - shape analysis were used to analyse the dynamic behavior of both models and the formula of the preliminary rigidity for the brick building strengthened with cement mortar reinforced with steel mesh is advanced.

关 键 词：砖房 钢筋网水泥砂浆 加固 抗震性能 模态分析 

分 类 号：TU362[建筑科学—结构工程]