| 查表法计算对称配置高强钢筋矩形截面混凝土偏心受压柱配筋 |
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| 引用本文： | 韩奇,高创,葛文杰. 查表法计算对称配置高强钢筋矩形截面混凝土偏心受压柱配筋[J]. 江苏建筑, 2013, 0(6): 36-38 |
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| 作者姓名： | 韩奇 高创 葛文杰 |
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| 作者单位： | [1]扬州市海事局,江苏扬州225127 [2]扬州大学建筑科学与工程学院,江苏扬州225127 |
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| 基金项目： | 国家自然科学基金（51308490）,江苏省自然科学基金（BK20130450）,住房和城乡建设部科学技术计划项目（2013-K4-17）,江苏省高校自然科学基金（13KJB560015）,扬州市科技计划项目（2012149）. |
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| 摘 要： | 对对称配置高强钢筋矩形截面混凝土偏心受压柱的配筋计算进行了简化,利用该简化计算方法给出了对称配置高强钢筋矩形截面混凝土偏心受压柱在不同混凝土强度等级、钢筋强度等级下,同时适用于大、小偏心受压构件的计算表格.经验证,利用该表格简化计算出的配筋与按现行规范得出的配筋基本接近,可用于实际工程的简化计算.
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| 关 键 词： | 混凝土柱 高强钢筋 偏心受压 简化计算 |
Simplified Reinforcement Calculation of Rectangle Sectional Eccentric Compressive Concrete Columns Reinforced with Symmetric High Strength Steel Bars |
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| HAN Qi,GAO Chuang,GE Wen-jie. Simplified Reinforcement Calculation of Rectangle Sectional Eccentric Compressive Concrete Columns Reinforced with Symmetric High Strength Steel Bars[J]. Jiangsu Construction, 2013, 0(6): 36-38 |
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| Authors: | HAN Qi GAO Chuang GE Wen-jie |
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| Affiliation: | 1. Yangzhou Maritime Salty Bureau, Yangzhou Jiangsu 225127 China; 2, College of Civil Science and Engineering, Yangzhou University, Yangzhou Jiangsu 225127 China) |
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| Abstract: | Reinforcement calculation of rectangle sectional eccentric compressive concrete columns reinforced with symmetric high strength steel bars was simplified. The table of design formed by the calculating way can be used for different ranks of reinforced concrete and various kinds of steel bars was given. And it is also suitable for large and small eccentric compression. It is verified that the reinforcement calculates by simplified calculation was closer to the value calculate by current concrete design code, so it could be used in practice. |
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| Keywords: | concrete columns high strength steel bars eccentric compression simplified calculation |
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