| 关于钢筋混凝土剪力墙纵向钢筋的计算 |
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| 引用本文： | 刘晓帆,童岳生.关于钢筋混凝土剪力墙纵向钢筋的计算[J].工业建筑,2010,40(2). |
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| 作者姓名： | 刘晓帆 童岳生 |
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| 作者单位： | 西安建筑科技大学,西安,710055 |
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| 摘 要： | GB 50010—2002《混凝土结构设计规范》和JGJ 3—2002《高层建筑混凝土结构技术规程》中,对钢筋混凝土剪力墙的纵筋计算公式不同,结果不同,有时所得纵筋数量相差可达20%。按这两种公式分别计算并进行比较分析,提出一些建议。
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| 关 键 词： | 钢筋混凝土剪力墙 纵向钢筋 竖向分布筋 附加偏心距 二阶效应 |
DISCUSSION ON LONGITUDINAL STEEL CALCULATION OF RC SHEAR WALL |
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| Liu Xiaofan,Tong Yuesheng.DISCUSSION ON LONGITUDINAL STEEL CALCULATION OF RC SHEAR WALL[J].Industrial Construction,2010,40(2). |
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| Authors: | Liu Xiaofan Tong Yuesheng |
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| Affiliation: | Xi'an University of Architecture and Technology;Xi'an 710055;China |
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| Abstract: | In China,there are two relevant design codes for RC building structure,whose calculation formulas of longitudinal steel for RC shear wall are different.The results are consequently different,and sometimes there are considerable discrepancies(up to 20%) between both required steel amounts.Comparison and analysis are conducted in this paper,and some views are put also forward. |
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| Keywords: | RC shear wall longitudinal steel vertical distribution steel additional eccentricity second-order effect |
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