| 钢筋混凝土受弯构件正截面承载能力计算的新方法--弦杆法 |
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| 引用本文： | 张立人,谢醒悔. 钢筋混凝土受弯构件正截面承载能力计算的新方法--弦杆法[J]. 工业建筑, 2004, 34(8): 90-92 |
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| 作者姓名： | 张立人 谢醒悔 |
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| 作者单位： | 湘潭大学,湘潭,411105;浙江省预应力大跨建筑部,杭州,310006 |
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| 摘 要： | 对现有混凝土受弯构件正截面承载能力的传统计算方法进行了分析和改进 ,提出了新的计算方法。该方法不仅更为简化 ,同时更有利于截面设计的合理与优化。
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| 关 键 词： | 混凝土受弯构件 正截面承载能力 弦杆法 设计优化 |
| 修稿时间： | 2004-04-03 |
A NEW CALCULATING MEANS OF THE NORMAL SECTION BEARING CAPACITY OF RC FLEXURAL MEMBER--CHORD METHOD |
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| Zhang Liren. A NEW CALCULATING MEANS OF THE NORMAL SECTION BEARING CAPACITY OF RC FLEXURAL MEMBER--CHORD METHOD[J]. Industrial Construction, 2004, 34(8): 90-92 |
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| Authors: | Zhang Liren |
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| Affiliation: | Zhang Liren(Xiangtan University Xiangtan 411105) Xie Xinghui(Zhejiang Department of Prestressed Long-Span Building Hangzhou 310006) |
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| Abstract: | It is analyzed and improved that the traditional calculating method for the normal section bearing capacity of RC flexural member; and a new calculating means__the chord method is proposed,which is not only more simplified,but also more beneficial to rationality and optimization of section design. |
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| Keywords: | RC flexural member normal section bearing capacity chord method design optimization |
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