| 某轻轨高架桥两种计算结果的对比分析 |
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| 引用本文： | 尤元霞,阎贵平,许丽娜.某轻轨高架桥两种计算结果的对比分析[J].山西建筑,2007,33(11):282-283. |
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| 作者姓名： | 尤元霞 阎贵平 许丽娜 |
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| 作者单位： | 北京交通大学土木建筑工程学院,北京,100044 |
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| 摘 要： | 结合工程实例,对槽形梁用手算和电算两种方法进行了分析,并对两种计算结果进行了比较分析,总结了两种方法的优缺点,提出了手算需改进的方案,为今后槽形梁桥的设计计算提供了参考依据。
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| 关 键 词： | 槽形梁 预应力体系 轻轨高架桥 结构设计 |
| 文章编号： | 1009-6825(2007)11-0282-02 |
| 修稿时间： | 2006-11-20 |
Contrast analysis of two computing results of a certain light rail viaduct |
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| YOU Yuan-xia,YAN Gui-ping,XU Li-na.Contrast analysis of two computing results of a certain light rail viaduct[J].Shanxi Architecture,2007,33(11):282-283. |
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| Authors: | YOU Yuan-xia YAN Gui-ping XU Li-na |
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| Affiliation: | YOU Yuan-xia YAN Gui-ping XU Li-na |
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| Abstract: | Combined with practical engineering,this paper analyzes channel beam with hand and computer calculation method,carries out contrast analysis between the two computing results,summarizes the advantages and disadvantages of the two methods,and proposes improved scheme for hand calculation method,which to offer a reference for the design and calculation of channel beam bridge in the future. |
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| Keywords: | channel beam pre-stressed system light rail viaduct structural design |
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