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约束蒸压粉煤灰砖砌体结构抗震性能研究
引用本文:张号进,熊立红,冯付.约束蒸压粉煤灰砖砌体结构抗震性能研究[J].河北煤炭建筑工程学院学报,2011(3):13-16,25.
作者姓名:张号进  熊立红  冯付
作者单位:天津城市建设学院天津市软土特性与工程环境重点实验室,天津300384
摘    要:研究了蒸压粉煤灰砖砌体结构抗震能力,采用非线性时程分析方法,分别对两栋典型的蒸压粉煤灰砖砌体结构进行了非线性地震反应分析,研究了在抗震设防"三水准"情况下结构的抗震能力。结果表明:在抗震设防烈度为7度和8度地区分别建造7层和6层约束蒸压粉煤灰砖砌体结构房屋,其抗震能力可以提高一度。

关 键 词:约束蒸压粉煤灰砖砌体结构  恢复力模型  非线性时程分析

Seismic performance of the bound autoclaved fly ash bricks masonry structure
Authors:ZHANG Hao-jin  XIONG Li-hong  FENG Fu
Affiliation:(Tianjin Key Laboratory of Soft Soil Characteristics and Engineering Environment,Tianjin Urban Construction Institute,Tianjin 300384,China)
Abstract:This paper studies the seismic capability of the autoclaved fly ash bricks masonry structure.By using a nonlinear time-history analysis method,a great number of the nonlinear seismic response analyses of two typical masonry structures with the autoclaved fly ash bricks are performed respectively.It studies the seismic capability on the seismic fortification "three level" cases.The analysis results show that a 7-or a 6-storey building of the autoclaved fly ash bricks are building in seismic fortification intensity of 7 degrees and 8 degrees regions,it can meet three level requirements of aseismatic fortify;The seismic capability of this kind of building can improve once.
Keywords:constraint autoclaved fly ash bricks masonry structure  restoring force model  nonlinear time-history analysis
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