底部两层混凝土框剪八层砖房模型抗震试验研究
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摘要
本文简述了底部两层混凝土框架剪力墙上部六层砖房结构 1 8比例模型抗震试验的设计 ,概述了模型振动台试验结果 ,并对模型的试验结果进行了分析 ,评价了此类房屋的抗震性能。试验结果表明 ,总层数为 8层的砖墙与混凝土框剪结构能满足 7度区的抗震设防要求
In this paper,aseismic test desingn for the 1/8 scale model of brick masonry building with concerte frame shear wall structure on first two stories is briefly introduced.The results of aseismic test of the model from shaking table are introduced and analyzed,and the aseismic properties of such structure are evaluated.The tested results show that the 8 stories brick masonry building with concrete frame shear wall structure on first two stories could satisfy the aseismic defence requirements in 7 degree earthguake intensity district.
In this paper,aseismic test desingn for the 1/8 scale model of brick masonry building with concerte frame shear wall structure on first two stories is briefly introduced.The results of aseismic test of the model from shaking table are introduced and analyzed,and the aseismic properties of such structure are evaluated.The tested results show that the 8 stories brick masonry building with concrete frame shear wall structure on first two stories could satisfy the aseismic defence requirements in 7 degree earthguake intensity district.
引文
[1] 黄维平,陈熙之,黄泉生等.底两层框剪组合墙八层房屋抗震性能研究,工程抗震[J],1995.12(4),1013
[2] 刘锡军,邹银生,底部两层框架砌体结构模型试验及动力相似关系,工程抗震[J],2001.12(4),27 28
[3] 吴善能.低标准多层砖混结构房屋模型抗震性能的研究,四川建筑科技研究,1999.1,30鶫 33
[4] 朱伯龙.结构抗震试验[M],北京:地震出版社
[5] 刘建新.高层框剪结构中框架地震内力的确定,建筑结构学报[J],1999.6,15鶫 22
[6] 高小旺等.八层砖墙与钢筋混凝土墙组合结构12比例模型试验研究,建筑结构学报[J],1999.2,31 38
[7] 吕西林,周德源.砌体结构墙体模型振动台试验及其动力相似关系.工程抗震[J],1993.9(3),12 16
[2] 刘锡军,邹银生,底部两层框架砌体结构模型试验及动力相似关系,工程抗震[J],2001.12(4),27 28
[3] 吴善能.低标准多层砖混结构房屋模型抗震性能的研究,四川建筑科技研究,1999.1,30鶫 33
[4] 朱伯龙.结构抗震试验[M],北京:地震出版社
[5] 刘建新.高层框剪结构中框架地震内力的确定,建筑结构学报[J],1999.6,15鶫 22
[6] 高小旺等.八层砖墙与钢筋混凝土墙组合结构12比例模型试验研究,建筑结构学报[J],1999.2,31 38
[7] 吕西林,周德源.砌体结构墙体模型振动台试验及其动力相似关系.工程抗震[J],1993.9(3),12 16
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