自保温榫式砌块砌体组合结构抗震性能研究  

Study on Seismic Performance of Composite Structure with Self-insulation Tenon Style Masonry

作　　者：张少桦[1] 雷莉[1] 康九斯 

机构地区：[1]湖南科技大学土木工程学院,湘潭411201

出　　处：《湖南工程学院学报（自然科学版）》2014年第4期57-61,共5页Journal of Hunan Institute of Engineering(Natural Science Edition)

摘　　要：为了研究自保温榫式砌块砌体组合结构的抗震性能,通过对自保温榫式砌块砌体组合结构低周反复荷载作用下试验,获得了自保温榫式砌块砌体组合结构的水平承载能力、耗能性能、延性、刚度退化等特征.根据试验结果和相关参数分析,自保温榫式砌块组合砌体具有良好的抗震性能,试验分析结果可供自保温榫式砌块砌体组合结构的墙体设计提供参考依据.In order to study the seismic performance of the insulation from the tenon style masonry com- posite structure, the insulation under the self-tenon style masonry composite structure low cyclic loading tests is obtained from a combination of insulation tenon style masonry structures level of carrying capacity, energy dissipation, ductility and stiffness degradation. Based on the test results and related parametric a- nalysis, self-insulation composite masonry block tenon style has a good seismic performance. The test re- sults of the available heat from the wall design tenon style masonry composite structure provide a reference for the composite structure walls.

关 键 词：自保温榫式砌块砌体 砌体组合结构墙片 抗震性能 

分 类 号：TU398.5[建筑科学—结构工程] TU352.1