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润扬大桥悬索桥施工猫道抗风稳定性分析

韦世国,廖海黎,赵有明,郑史雄,沈良成

Bridge Construction（2004）

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Abstract
采用节段模型风洞试验与静力稳定性非线性计算分析相结合的方法,对润扬长江公路大桥悬索桥施工猫道在正交风作用下抗风稳定性进行了计算分析,介绍了施工猫道抗风稳定性非线性计算分析方法及其特点.
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Key words
suspension bridge,runyang bridge,construction catwalks,stability analysis
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