无浆填充墙框架抗震性能拟静力试验研究
引用文献：
刘翔 李芒原 郭卫 马松 刘冬雪 崔海军. 无浆填充墙框架抗震性能拟静力试验研究[J]. 建筑结构，2023，48（08）：95-99，131.
LIU Xiang LI Mangyuan GUO Wei MA Song LIU Dongxue CUI Haijun. Quasi-static experimental study on seismic performance of frame without mortar infilled wall[J]. Building Structure，2023,48（08）：95-99，131.
摘要：为降低由于填充墙而出现的刚度增大效应，提升无浆填充墙框架整体耗能能力，设计了一种无砂浆填充墙框架结构，进行了无浆填充墙框架、有浆填充墙框架与相应RC纯框架结构的拟静力试验，比较了不同填充墙结构形式下的骨架与滞回曲线、刚度、强度退化曲线及耗能能力。研究结果显示：无浆填充墙框架结构在弹性阶段耗能良好，附加给框架结构的刚度很小；在强度退化方面，无浆填充墙框架结构较有浆填充墙框架结构好；无浆填充墙框架结构具有良好的抗震性能。
关键词：纯框架；无浆填充墙框架；有浆填充墙框架；拟静力试验；刚度；耗能能力；
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[3] 瞿伟廉，盛克苏，李肇胤.设置耗能横缝的填充墙对多层框架地震反应的控制[J].建筑结构学报，1991,12(2):42-50.
[4] 李宏男，李钢，李中军，等.钢筋混凝土框架结构利用“双功能”软钢阻尼器的抗震设计[J].建筑结构学报，2007,28(4):36-43.
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[6] 林坤，刘红军，TOTOEV YURI.无浆填充墙框架拟静力试验研究[J].建筑结构学报，2012,33(2):119-127.
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[11] 建筑抗震试验方法规程：JGJ 101—96[S].北京：中国建筑工业出版社，1997.
[12] 朱伯龙.结构抗震试验[M].北京：地震出版社，1989.
[13] XIAO J Z,SUN Y D,FALNER H.Seismic performance of frame structures with recycled aggregate concrete[J].Engineering Structures,2006,28(1):1-8.
[14] LOURENCO P B,OLIVEIRA D V,ROCA P,et al.Dry joint stone masonry walls subjected to in-plane combined loading[J].Journal of Structural Engineering,2005,131(11):1665-1673.
Quasi-static experimental study on seismic performance of frame without mortar infilled wall
Abstract: In order to reduce the effect of stiffness increase due to the infilled wall and improve the overall energy consumption capacity of the frame without mortar infilled wall, a frame structure without mortar infilled wall was designed, the quasi-static test of the frame without mortar infilled wall, the frame with mortar infilled wall and the corresponding RC pure frame structure were carried out, and the skeleton and hysteretic curve, stiffness, strength degradation curve and energy consumption capacity under different types of infilled wall structure were compared. The research results show that the frame structure without mortar infilled wall has good energy consumption in the elastic stage, and the stiffness added to the frame structure is very small. In terms of strength degradation, the frame structure without mortar filled wall is better than that of the frame structure with mortar filled wall. The frame structure without mortar filled wall has good seismic performance.
Keywords: pure frame; frame without mortar infilled wall; frame with mortar infilled wall; quasi-static test; rigidity; energy consumption capacity
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