| 既有钢筋混凝土桥梁斜截面强度的评定方法研究 |
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| 引用本文： | 钱永久,车惠民.既有钢筋混凝土桥梁斜截面强度的评定方法研究[J].桥梁建设,1996(2):57-60. |
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| 作者姓名： | 钱永久 车惠民 |
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| 作者单位： | [1]西南交通大学副教授,610031 [2]西南交通大学教授,610031 |
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| 摘 要： | 通过对既有钢筋混凝土桥梁的损伤形式的综合调查分析，结合作者开展的既有损伤桥梁的抗剪强度的静力和疲劳试验研究，提出了既有钢筋混凝上桥梁斜截面强度的评定方法。
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| 关 键 词： | 钢筋混凝土桥梁 损伤形式 抗剪强度 静力 疲劳损伤 斜截面强度 |
| 修稿时间： | 1996-03-22 |
Study of Evaluation Methods for Oblique Section Strength of Existing Reinforced Concrete Bridges |
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| Qian YongJiu;Che HuiMin.Study of Evaluation Methods for Oblique Section Strength of Existing Reinforced Concrete Bridges[J].Bridge Construction,1996(2):57-60. |
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| Authors: | Qian YongJiu;Che HuiMin |
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| Abstract: | Based on the comprehensive investigations and analyses of the deterioration forms of the existingrein forced concrete bridges, and static and fatigue,tests conducted by the authors for determining shear strength of the bridges mentioned, methods for evaluating the oblique section strength of the existing reinforced concrete bridges are provided. |
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| Keywords: | reinforced concrete bridge shear strength evaluation method |
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