Experimental study on seismic performance of composite reinforced concrete block masnory

机译：复合钢筋混凝土砌块砌体抗震性能的试验研究

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Seismic performance under low cyclic experimental study on the six of constructional column- core column composite reinforcement concrete block masnory wall is preasented in this paper, considering the height-width ratio, window hole and without window hole, the setting of the horizontal reinforcing steel bar in the walls. Failure process and failure pattern, hysteresis characteristics, bearing capacity, ductility, skeleton curves, the viscous damping coefficient, stiffness and steel strain change the properties are analyzed, respectivily. Test results shown that this kind of composite reinforced concrete block masnory system has better seismic performance.

机译：在施加柱芯柱复合钢筋混凝土砌块中的六个下循环实验研究下的地震性能在本文中受到了预先评价，考虑到高度宽度，窗口孔和没有窗孔，设置水平加强钢棒在墙上。故障过程和故障模式，尊重滞后特征，轴承容量，延展性，骨架曲线，静脉曲张的粘性阻尼系数，刚度和钢菌应变改变。测试结果表明，这种复合钢筋混凝土砌块蒙皮系统具有更好的地震性能。

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《International Conference on Civil Engineering,Architecture and Building Materials》|2011年||共6页
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Yingjie Zhu; Lan Li; Wenhui Yang;
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中图分类 TB3-532;
关键词
constructional column- core column; Composite reinforcement concrete block masnory; Hysteresis curve; Ductility; Height-width ratio;

机译：结构柱芯柱;复合钢筋混凝土砌块砌块;滞后曲线;延展性;高度宽比;

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Experimental study on seismic performance of composite reinforced concrete block masnory

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