| 浅析钢-混凝土预制板组合梁的组合效应 |
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| 引用本文： | 戴益民,祝方才,蒋隆敏.浅析钢-混凝土预制板组合梁的组合效应[J].建筑技术开发,2005,32(11). |
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| 作者姓名： | 戴益民 祝方才 蒋隆敏 |
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| 作者单位： | 株洲工学院,株洲,412008;株洲工学院,株洲,412008;株洲工学院,株洲,412008 |
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| 摘 要： | 同时对2根不同预留孔形的完全剪力连接与1根部分剪力连接的钢-混凝土预制板组合梁进行了试验研究,探讨了这类梁组合效应。试验结果表明:3根组合梁均具有良好的组合效应。
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| 关 键 词： | 组合梁 钢-混凝土预制板组合梁 组合效应 |
STUDY OF THE COMPOSITE ACTION ON THE COMPOSITE STEEL-FDPCP BEAMS |
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| Dai Yi-min Zhu Fang-cai Jiang Long-min.STUDY OF THE COMPOSITE ACTION ON THE COMPOSITE STEEL-FDPCP BEAMS[J].Building Technique Development,2005,32(11). |
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| Authors: | Dai Yi-min Zhu Fang-cai Jiang Long-min |
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| Affiliation: | Dai Yi-min Zhu Fang-cai Jiang Long-min |
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| Abstract: | The experiments of two composite steel-FDPCP (Full-Depth Precast Concrete Panels) beams of a full shear connection with different hole mold of stud in advance and a composite steel-FDPCP beams of a partial shear connection with quadrate holes were conducted to analyse their behaviors of composite action,the autbor gain the following results:three composite steel-FDPCP beams all have good composite action. |
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| Keywords: | The composite steel-concrete beams The composite steel-FDPCP beams Composite action |
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