| 大跨径连续刚构桥的温度效应分析 |
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| 引用本文： | 刘志宏,黄宏力. 大跨径连续刚构桥的温度效应分析[J]. 交通科技, 2005, 0(5): 47-49 |
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| 作者姓名： | 刘志宏 黄宏力 |
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| 作者单位： | 湖北省交通规划设计院,武汉,430051 |
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| 摘 要： | 以魏家洲特大桥为例,按照我国公路桥涵设计规范、英国BS5400规范、新西兰规范确定不同的计算模式,对大跨径连续刚构桥进行温度效应分析,得出：温度应力在大跨径连续刚构桥整个桥梁设计中占有很大的比重,且采用不同的温度梯度计算模式,所得到的梁内温度应力值相差较大,甚至出现异号的温度应力.
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| 关 键 词： | 计算模式 连续刚构桥 温度效应 温度应力 连续刚构桥 温度应力 效应分析 大跨径 计算模式 桥梁设计 设计规范 公路桥涵 温度梯度 |
| 收稿时间： | 2005-04-13 |
| 修稿时间： | 2005-04-13 |
Analysis of Temperature Effect of Large Span Continuous Rigid Frame Bridge |
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| Liu Zhihong , J iang Yousheng. Analysis of Temperature Effect of Large Span Continuous Rigid Frame Bridge[J]. Transportation Science & Technology, 2005, 0(5): 47-49 |
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| Authors: | Liu Zhihong J iang Yousheng |
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| Affiliation: | Hubei Provincial Institute of Communications Planning and Design, Hubei Wuhan 430051, China |
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| Abstract: | Weijiazhou extra-large-span bridge as an example, referring to specification of china JTJ023- 85 and JTF D60-2004 and British BS5400 and specification of New Zealand, different computation models of bridge structure are made and the effect of temperature on large span continuous rigid frame bridge is calculated. The results show that different temperature models reach discrepancy prodigious results, so much as contrary symbolic temperature stress. |
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| Keywords: | computation model continuous rigid frame bridge temperature effect temperature stress |
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