| 特载简支转连续梁桥分别采用单、双支座时对梁体受力影响分析 |
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| 引用本文： | 吴永军.特载简支转连续梁桥分别采用单、双支座时对梁体受力影响分析[J].林业建设,2014(3):79-82. |
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| 作者姓名： | 吴永军 |
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| 作者单位： | 国家林业局昆明勘察设计院,云南昆明650225 |
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| 摘 要： | 以云南省鹤庆县北衙至七坪公路K1＋600大桥为例,在挂车-300荷载下,分别采用单（双）支座情况对梁体进行内力、应力计算,通过分析对比,并得出了相应结论供相关人员参考。
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| 关 键 词： | 简支转连续 单支座 双支座 受力影响分析 |
Analysis on influence of the structural internal force for a simple supportedcontinuous girder bridge with single or double support respectively |
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| WU Yongjun.Analysis on influence of the structural internal force for a simple supportedcontinuous girder bridge with single or double support respectively[J].Forestry Construction,2014(3):79-82. |
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| Authors: | WU Yongjun |
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| Institution: | WU Yongjun (Kunming Survey and Design institute of State Forestry Administration, Kunming 650225) |
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| Abstract: | Taking the ＂ K1＋600＂ bridge in Beiya-qiping Highway in Heqing county of Yunnan province as an example, while trailer-300 passed the bridge, the structural internal force and stress calculation for the girder of bridge were done when single or double support was used respectively. Through comparative analysis, this paper draw the corresponding conclusions for reference to relevant personnel. |
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| Keywords: | Simply supported-continuous single support double support force analysis |
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