| 纵谈公铁两用大跨斜拉桥 |
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| 引用本文： | 强士中,钱冬生,唐继舜,韩邦飞.纵谈公铁两用大跨斜拉桥[J].桥梁建设,1996(2):14-17. |
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| 作者姓名： | 强士中 钱冬生 唐继舜 韩邦飞 |
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| 作者单位： | [1]西南交通大学教授,610031 [2]西南交通大学讲师,610031 [3]不详,610031 |
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| 摘 要： | 论述了极限状态法应用于大跨桥设计所可取得的经济效益；讨论了增加斜拉桥刚性的措施；中述了对待焊接、栓接、疲劳及桥的动力行为诸方面的观点。
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| 关 键 词： | 大跨斜拉桥 极限状态法 刚性 动力行为 焊接工艺 栓接工艺 疲劳损伤 |
| 修稿时间： | 1996-03-28 |
On Long-Span Cable-Stayed Bridge Carrying Both Highway and Railway Loading |
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| Jiang ShiZhong;Qian DongSheng;Tang JiShun;Han BangFei.On Long-Span Cable-Stayed Bridge Carrying Both Highway and Railway Loading[J].Bridge Construction,1996(2):14-17. |
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| Authors: | Jiang ShiZhong;Qian DongSheng;Tang JiShun;Han BangFei |
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| Abstract: | Economic benefits from application of the limit-state method to design of long-span bridges are expounded, measures to increase the rigidity of cable-stayed bridge are disscused, and views, on welding, bolting,fatigue and dynamic behaviour of such a bridge arc also stated. |
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| Keywords: | long-span road-cum-rail cable-stayed bridge limit-state method rigidity fatigue dynamic bc-haviour |
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