| 钢-混凝土连续组合梁桥的理论分析和试验研究 |
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| 引用本文： | 徐德标,黄才良,刘春城.钢-混凝土连续组合梁桥的理论分析和试验研究[J].北华大学学报(自然科学版),2002,3(5):451-454. |
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| 作者姓名： | 徐德标 黄才良 刘春城 |
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| 作者单位： | 大连理工大学,土木工程系,辽宁,大连,116024 |
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| 摘 要： | 根据完全剪力连接的连续组合梁桥的构造特点及各部分受力机理,做出合理假设,提出分层平面框架计算模型该计算模型用于沈阳市东西快速干道工程某段连续组合梁桥,计算值与静载试验实测值非常接近,证明了本计算模型用于钢-混凝土连续组合梁桥正确实用的.
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| 关 键 词： | 钢-混凝土连续组合梁桥 完全剪力连接 分层平面框架计算模型 静载试验 |
| 文章编号： | 1009-4822(2002)05-0451-04 |
| 修稿时间： | 2002年3月12日 |
Theoretical Analysis and Experimental Research on Composite Steel-concrete Beam |
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| Xu Debiao,Huang Cailiang,Liu Chuncheng.Theoretical Analysis and Experimental Research on Composite Steel-concrete Beam[J].Journal of Beihua University(Natural Science),2002,3(5):451-454. |
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| Authors: | Xu Debiao Huang Cailiang Liu Chuncheng |
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| Abstract: | According to the structural characteristic and each part's enduring mechanism of composite steel concrete continuous beam based on completely shear connected structure, logical hypothesis is made, double deck plane frame model is presented. This calculation model is used in the research on one unit composite continuous beam of east west quick artery engineering in Shenyang city. The result tallies very well with that of dead load experiment, which shows such model is legitimate and practical. |
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| Keywords: | Composite steel concrete continuous beam Completely shear connected Double deck plane frame model Dead load experiment |
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