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再生混凝土空心砌块墙体的抗震性能
引用本文:倪天宇,郭樟根,孙伟民,曹其艇.再生混凝土空心砌块墙体的抗震性能[J].东南大学学报(自然科学版),2009(Z2).
作者姓名:倪天宇  郭樟根  孙伟民  曹其艇
作者单位:南京工业大学土木工程学院;
基金项目:国家自然科学基金资助项目(50708045); 江苏省“六大人才高峰”资助项目(2007)
摘    要:通过对3片不同竖向荷载作用下的再生混凝土空心砌块墙体进行水平低周反复荷载试验,考察了墙体的受力性能、破坏机理及承载能力,分析了其滞回特性、骨架曲线、延性、耗能等抗震性能.研究结果表明:再生混凝土空心砌块墙体在无竖向荷载的情况下,破坏时的裂缝数量较少,主裂缝明显;在施加竖向荷载的情况下,破坏时无明显主裂缝,结构受力均匀.墙体的滞回曲线较饱满,延性较好,耗能能力较强,抗震性能良好.试验墙体的刚度退化趋势大致相同,墙体的初始刚度较大,开裂后刚度退化迅速.

关 键 词:再生混凝土空心砌块  低周反复荷载  抗裂性能  抗震性能  

Seismic behaviors of recycled concrete hollow block masonry walls
Ni Tianyu Guo Zhanggen Sun Weimin Cao Qiting.Seismic behaviors of recycled concrete hollow block masonry walls[J].Journal of Southeast University(Natural Science Edition),2009(Z2).
Authors:Ni Tianyu Guo Zhanggen Sun Weimin Cao Qiting
Institution:Ni Tianyu Guo Zhanggen Sun Weimin Cao Qiting (College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China)
Abstract:The low-cycle reversed loading tests of 3 pieces of recycled concrete hollow block masonry walls under different vertical loads are conducted.The mechanical behaviors,failure mechanism,and loading capacity of the walls are studied.The seismic behaviors,such as hysteretic characteristics,skeleton curve,ductility and energy,are also analyzed.The experimental results show that recycled concrete hollow block masonry walls without vertical load have a little crack at failure,but the main crack is obvious.The wal...
Keywords:recycled concrete hollow block  low-cycle reversed loading  cracking behavior  seismic behavior  
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