摘要
Fieldmeasurementofstrongwindcharacteristicsisofgreatsignificanceforthedevelopmentofbridgewindengineering.LocatedineastChina,theRunyangSuspensionBridge(RSB)withamainspanof1490misthelongestbridgeinChinaandthethirdlongestintheworld.Duringthelastfouryears,theRSBhassufferedfromtyphoonsandstrongnorthernwindsonmorethantenoccasions.TodeterminethestrongwindcharacteristicsoftheRSB,windmeasurementdataobtainedfromfieldtestsduringstrongwindsanddatafromthewindenvironmentmonitoringsubsystemofthestructuralhealthmonitoringsystem(SHMS)oftheRSBwerecombinedtoanalyzethewindspeedanddirection,variationinwindspeedwithheight,turbulenceintensity,turbulenceintegrallength,windfrictionspeedandthepowerspectrum.Comparativestudiesonthecharacteristicsofthesedifferentstrongwindswerecarriedoutbasedonthecurrentwind-resistantdesignspecificationforhighwaybridges.ResultsshowedthatsomeregularityinwindcharacteristicscanbefoundinthesedifferenttyphoonspassingthroughtheRSB.Thedifferencebetweenastrongnorthernwindandatyphoonisrelativelyclear,andinsummerthetyphoonisthedominantwindloadactingontheRSB.Inaddition,thereweresomedifferencesbetweenthemeasuredstrongwindcharacteristicsandthevaluessuggestedbythespecification,especiallyinrespecttoturbulenceintensityandturbulenceintegrallength.ResultsprovidemeasurementdataforestablishingastrongwindcharacteristicdatabasefortheRSBandfordeterminingthestrongwindcharacteristicparametervaluesofthiscoastalareaineastChina.
出版日期
2010年07月17日（中国Betway体育网页登陆平台首次上网日期，不代表论文的发表时间）
