| 带边框柱剪力墙抗震性能研究 |
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| 引用本文： | 申兆武,王社良,王洁,赵祥. 带边框柱剪力墙抗震性能研究[J]. 建筑技术, 2007, 38(5): 357-360 |
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| 作者姓名： | 申兆武 王社良 王洁 赵祥 |
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| 作者单位： | 同济大学地下工程系,200092,上海;西安建筑科技大学土木工程学院,710055,西安;华东建筑设计研究院有限公司二所,200002,上海 |
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| 摘 要： | 以理想弹塑性钢筋本构关系模型、Hognestad混凝土本构关系模型为基础,采用分层组合法研究钢筋混凝土剪力墙结构,并分析缩尺比为1/15的大型火电厂主厂房纵向带边框柱中高剪力墙模型结构的承载能力、变形、耗能能力等项目。经与实际试验结果进行对比,符合较好。
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| 关 键 词： | 边框柱 剪力墙 抗震性能 |
| 文章编号： | 1000-4726（2007）05-0357-04 |
| 修稿时间： | 2006-12-20 |
STUDY ON ANTI-SEISMIC BEHAVIOR OF R.C SHEAR WALL WITH FRAME COLUMN |
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| SHEN Zhaowu,WANG Sheliang,WANG Jie,ZHAO Xiang. STUDY ON ANTI-SEISMIC BEHAVIOR OF R.C SHEAR WALL WITH FRAME COLUMN[J]. Architecture Technology, 2007, 38(5): 357-360 |
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| Authors: | SHEN Zhaowu WANG Sheliang WANG Jie ZHAO Xiang |
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| Abstract: | Based on the ideal elastic-plastic constitutive equation of reinforcement and Hognestad constitutive equation of concrete,reinforcement concrete(R.C) shear wall structure is researched through slice and assembly method.And a 1/15 scaling factor longitudinal moderate R.C shear wall with frame column in the main powerhouse of a large thermo-power plant is analyzed,including its bearing capacity,deformation form,dissipative capacity and so on.Comparison shows that this method matches the actual test result well. |
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| Keywords: | frame column shear wall anti-seismic behavior |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
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