钢管混凝土框架-剪力墙结构的抗震性能分析 |
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引用本文: | 魏翠玲,王利云,刘永刚.钢管混凝土框架-剪力墙结构的抗震性能分析[J].河北工程大学学报,2013,30(1):6-8. |
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作者姓名: | 魏翠玲 王利云 刘永刚 |
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作者单位: | 1. 河北工程大学建筑学院,河北邯郸,056038 2. 昊华工程有限公司,北京,100089 |
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摘 要: | 针对钢筋混凝土剪力墙对钢管混凝土框架结构的抗震性能影响,采用SAP2000有限元软件对12层钢管混凝土框架-剪力墙结构进行模态分析和地震响应弹塑性时程分析,并结合12层钢管混凝土框架结构进行分析比较.结果表明:在不同地震波作用下,钢管混凝土框架-剪力墙结构的层间最大位移,层间最大位移角,水平向绝对加速度峰值等数值均小于钢管混凝土框架结构的数值,数值分析表明钢管混凝土框架结构能与钢筋混凝土剪力墙很好地共同作用,表现出较好的抗震性能.
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关 键 词: | 钢管混凝土框架结构 钢筋混凝土剪力墙 弹塑性时程分析 抗震性能 |
收稿时间: | 2012/10/11 0:00:00 |
Study on seismic behavior of the concretefilled steel tubular frameshear |
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Authors: | WEI Cui-ling WANG Li-yun and LIU Yong-gang |
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Affiliation: | College of Architecture, Hebei University of Engineering, Hebei Handan 056038, China;College of Architecture, Hebei University of Engineering, Hebei Handan 056038, China;Haohua Engineering Corporation LTD, Beijing 100089, China |
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Abstract: | Focusing on seismic behavior of concretefilled steel tubular structure considering reinforced concrete shear wall,the finite element analysis software SAP2000 is used to analyze conduct modal analysis and seismic response elasticplastic time history analysis of the 12 layers structure of concretefilled steel tubular frameshear wall and the results are compared with 12 layers structure of concrete filled steel tubular frame.The results showed that the maximum displacements the maximum relative storm displacement angle,the peak horizontal acceleration,and the bottom shear force of the concretefilled steel tubular frameshear wall structure were less than those of the concretefilled steel tube frame structure under the function of the different kinds of seismic waves.The concretefilled steel tubular frame structure cooperated well with the reinforced concrete shear wall and exhibited excellent seismic performance. |
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Keywords: | structure of concretefilled steel tubular frame reinforced concrete(RC)shear wall elasticplastic time history analysis seismic behavior |
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