| 高风压、高地震区大跨连续刚构高墩设计与分析 |
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| 引用本文： | 杨少军.高风压、高地震区大跨连续刚构高墩设计与分析[J].桥梁建设,2007(2):47-50. |
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| 作者姓名： | 杨少军 |
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| 作者单位： | 铁道第一勘察设计院桥隧处,陕西,西安,710043 |
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| 摘 要： | 克其克苏布台特大桥是一座位于高风压、高地震区的高墩大跨铁路桥梁,是精伊霍铁路的重点工程之一,为全线最高桥。结合该桥介绍高风压、高地震区大跨连续刚构桥空心高墩的结构特点和计算方法。
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| 关 键 词： | 铁路桥 连续刚构 高墩 设计 |
| 文章编号： | 1003-4722(2007)02-0047-04 |
| 修稿时间： | 2006-12-31 |
Design and Analysis of High-Rise Piers of Long Span Continuous Rigid-Frame Bridges in Strong Wind Pressure and Active Seismic Region |
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| YANG Shao-jun.Design and Analysis of High-Rise Piers of Long Span Continuous Rigid-Frame Bridges in Strong Wind Pressure and Active Seismic Region[J].Bridge Construction,2007(2):47-50. |
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| Authors: | YANG Shao-jun |
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| Abstract: | The Keqikesubutai Bridge is a long span railway bridge with high-rise piers located in the strong wind pressure and active seismic region,and is also a key construction project and the highest bridge on the Jinghe-Ining-Horgus Railway.In this paper,with reference to the design and analysis of the Bridge,the structural features and calculation methods for hollow high-rise piers of long span continuous rigid-frame bridges in the strong wind pressure and active seismic region are presented. |
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| Keywords: | railway bridge continuous rigid-frame structure high-rise pier design |
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