| 门式刚构桥设计 |
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| 引用本文： | 范佐银,武维宏,舒春生.门式刚构桥设计[J].山西建筑,2008,34(20). |
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| 作者姓名： | 范佐银 武维宏 舒春生 |
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| 作者单位： | 1. 上海市政工程设计研究总院兰州分院,甘肃,兰州,730030
2. 甘肃省交通规划勘察设计院有限责任公司,甘肃,兰州,730030 |
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| 摘 要： | 以实际工程为例,介绍了单跨40 m门式刚构桥设计,分析了较小梁高与竖、斜撑尺寸对门式刚构内力的影响,该桥的设计可为同类桥梁工程设计提供参考。
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| 关 键 词： | 门式刚构桥 梁高 斜撑尺寸 内力 |
Design of portal steel structure bridge |
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| FAN Zuo-yin,WU Wei-hong,SHU Chun-sheng.Design of portal steel structure bridge[J].Shanxi Architecture,2008,34(20). |
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| Authors: | FAN Zuo-yin WU Wei-hong SHU Chun-sheng |
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| Affiliation: | FAN Zuo-yin WU Wei-hong SHU Chun-sheng |
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| Abstract: | Combined with the specific engineering,the design of single span 40 meters portal steel structure bridge was introduced,the smaller beam depth and vertical,inclined piece dimension effective on the portal steel structure inner force.The design of the bridge can provide references for the similar bridge engineering design. |
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| Keywords: | portal steel bridge beam depth inclined piece dimension inner force |
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