Buffeting·RestrainingMeasuresforLongSPan
Cable·StayedBridgesunderConstruction

LlYong一le; zhouShu一hua; zhanghuan-xin

Volume 14 Issue 4

Aug. 2001

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Article Contents

Journal of Southwest Jiaotong University > 2001 > 14(4): 374-377.

LlYong一le, zhouShu一hua, zhanghuan-xin. Buffeting·RestrainingMeasuresforLongSPanCable·StayedBridgesunderConstruction[J]. Journal of Southwest Jiaotong University, 2001, 14(4): 374-377.

Citation:

LlYong一le, zhouShu一hua, zhanghuan-xin. Buffeting·RestrainingMeasuresforLongSPan Cable·StayedBridgesunderConstruction[J]. Journal of Southwest Jiaotong University, 2001, 14(4): 374-377.

LlYong一le, zhouShu一hua, zhanghuan-xin. Buffeting·RestrainingMeasuresforLongSPanCable·StayedBridgesunderConstruction[J]. Journal of Southwest Jiaotong University, 2001, 14(4): 374-377.

Citation:

LlYong一le, zhouShu一hua, zhanghuan-xin. Buffeting·RestrainingMeasuresforLongSPan Cable·StayedBridgesunderConstruction[J]. Journal of Southwest Jiaotong University, 2001, 14(4): 374-377.

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Buffeting·RestrainingMeasuresforLongSPan Cable·StayedBridgesunderConstruction

Publish Date: 25 Aug 2001

Abstract

Abstract

Thetheo叮ofealeulatingthebuffetingresponseofbridges15introdueed，andthebuffeting resPonseOfaeable一st叮edbridgeatmaximumtwineantileversstageduringereetion15ealeulated.Two buffeting一restrainingmeasures，settingtempora叮eablesandapplyingbraeketbesidetower，are analyzed.Theresultsshowthatthesetwomeasuresareeffieientandpraetieableforlongspaneable- stayedbridgesundereonstruetion.
- eable一stayedbridges,
- eonstmetion:vibration,
- buffeting,
- eontrol,