| 钢框架内嵌带竖缝混凝土剪力墙结构的建议设计方法 |
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| 引用本文： | 陈志杰,米旭峰. 钢框架内嵌带竖缝混凝土剪力墙结构的建议设计方法[J]. 四川建筑科学研究, 2010, 36(6) |
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| 作者姓名： | 陈志杰 米旭峰 |
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| 作者单位： | 1. 太原明远工程监理有限公司,山西,太原,030002
2. 江苏科技大学土木与建筑工程学院,江苏,镇江,212003 |
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| 基金项目： | 江苏省普通高校自然科学研究计划项目(2008CH064J) |
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| 摘 要： | 为满足带竖缝钢筋混凝土剪力墙的设计原则,提出了若干补充计算和构造措施以实现竖缝墙的设计思想,建议采用壁式框架力学模型对结构进行计算分析。并通过参考钢筋混凝土设计规范(GB50010-2002),对原有竖缝剪力墙设计方法进行了改进。
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| 关 键 词： | 竖缝剪力墙 钢框架 设计方法 |
A suggestion of design method of steel frame-RC infill slit walled system |
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| CHEN Zhijie,MI Xufeng. A suggestion of design method of steel frame-RC infill slit walled system[J]. Building Science Research of Sichuan, 2010, 36(6) |
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| Authors: | CHEN Zhijie MI Xufeng |
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| Affiliation: | CHEN Zhijie1,MI Xufeng2(1.Taiyuan Mingyuan Engineering Supervision Ltd,Taiyuan 030002,China,2.School of Civil Eng., Architecture,Jiangsu University of Science , Technology,Zhenjiang 212003,China) |
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| Abstract: | Several supplementary design rules and detailing requirements are proposed to implement the design philosophy of the slit wall.The paper suggested a wall-column model which was used to analyze RC slit wall.The design method for the reinforced slit wall based on the design procedure for beam-columns in Chinese code for reinforced concrete structures GB50010-2002 is recommended instead of the currently specified method in JGJ99-98. |
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| Keywords: | silts wall steel frame design method |
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