加固砌体抗震性能的试验研究  

An Investigation of the Aseismatic Behavior of Strengthened Masonry Walls

作　　者：武继灵[1] 席春海 

机构地区：[1]山西广播电视大学 [2]神头第一发电厂

出　　处：《电力学报》2000年第2期81-84,共4页Journal of Electric Power

摘　　要：通过对二柱墙、夹板墙和后加固墙在低周往复荷载下的试验研究 ,分析了用夹板墙和破坏后加固墙的效果及抗震性能 ,对各墙体的破坏形态、承载力、变形、滞回特性耗能性能进行了定性分析。Based on the experiment on two column walls,ply walls and later strengthened walls under lower cycle reversal loads, the aseismatic behavior and strengthening effect of the walls are analyzed. Such characteristics as the individual wall's destruction,load bearing capacity, deformation, hysteresis loop and energy consumption are qualitatively analyzed in the paper.

关 键 词：砌体结构 抗震加固 砖 夹板墙 抗震性能 

分 类 号：TU364.03[建筑科学—结构工程] TU311.3