| 古典桁架模式在钢筋混凝土及预应力混凝土梁疲劳抗剪分析中的应用 |
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| 引用本文： | 姜海波,车惠民,张开敬.古典桁架模式在钢筋混凝土及预应力混凝土梁疲劳抗剪分析中的应用[J].桥梁建设,1996(2):69-71. |
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| 作者姓名： | 姜海波 车惠民 张开敬 |
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| 作者单位： | [1]成都西南交通大学结构工程研究所、博士生,610031 [2]成都西南交通大学结构工程研究所教授,610031 |
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| 摘 要： | 介绍了古典桁架模式在钢筋混凝士及预应力混凝土梁抗剪钢筋应力幅计算中的应用及公式推导，并给出了标准钢筋混凝土及预应力混凝士梁1／4截面抗剪钢筋应力系数。
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| 关 键 词： | 钢筋混凝土梁 预应力混凝土梁 疲劳抗剪分析 古典桁架模式 应力系数 |
| 修稿时间： | 1996-03-22 |
Applicdtion of Classical Truss Model to Fatigue Shear Analysis of Reinforced and Prestressed Concrete Beams |
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| Jiang HaiBo;Che HuiMin;Zhang KaiJing.Applicdtion of Classical Truss Model to Fatigue Shear Analysis of Reinforced and Prestressed Concrete Beams[J].Bridge Construction,1996(2):69-71. |
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| Authors: | Jiang HaiBo;Che HuiMin;Zhang KaiJing |
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| Abstract: | Application and formulation deduction of classical truss model in calculation of stress range of shear reinforcement of reinforced and prestressed concrete beams are presented, and coefficicuts of shear reinforcement stress of 1/4 sections of standard reinforced and prestressed concrete beams are also given. |
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| Keywords: | reinforced concrete beam prestressed concrete beam classical truss model fatigue shear |
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