| 海沧大桥气动弹性特性风洞试验研究 |
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| 引用本文： | 李明水,陈忻,张大康,王卫华.海沧大桥气动弹性特性风洞试验研究[J].实验流体力学,2001,15(2):41-46. |
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| 作者姓名： | 李明水 陈忻 张大康 王卫华 |
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| 作者单位： | 中国空气动力研究与发展中心, |
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| 摘 要： | 位于东南沿海台风多发地区的厦门海沧大桥是一座中跨达648m的三跨悬索桥，主梁断面采用流线型钢箱梁。通过气动弹性模型风洞试验，研究了该桥在运营及五个典型施工状态的颤振稳定性和抖振特性。
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| 关 键 词： | 气动弹性模型 悬索桥 风洞试验 |
| 文章编号： | 1007-3124(2001)02-0041-06 |
| 修稿时间： | 2000年10月30 |
Experimental investigation
on the aero-elastic behavior of Haicang suspension bridge |
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| LI Ming-shui,CHEN Xin,ZHANG Da-kang,WANG Wei-hua.Experimental investigation
on the aero-elastic behavior of Haicang suspension bridge[J].Experiments and Measur in Fluid Mechanics,2001,15(2):41-46. |
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| Authors: | LI Ming-shui CHEN Xin ZHANG Da-kang WANG Wei-hua |
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| Abstract: | Haicang Bridge,a tri span suspension bridge with a main span of 648m and a streamlined steel box girder,is located in Xiamen,Fujian province,one of typhoon prone areas in southeastern China.This paper investigates the flutter instability and buffeting responses of the bridge at operation and five erection stages through wind tunnel tests of full aeroelastic models. |
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| Keywords: | aeroelastic model suspension bridge wind tunnel test |
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