基于实测与规范风谱的三塔悬索桥抖振性能对比(7)
时间:2026-01-16
时间:2026-01-16
992
Chinese)
东南大学学报(自然科学版)第43卷
gungdesdurchhanges[J].DerBauingenieur,1965,40(2):52-55.(inGerman)
11]中交公路规划设计院.JTG/TD60-01—2004公路桥[
S].北京:人民交通出版社,2004.梁抗风设计规范[[12]ShinozukaM,JanCM.Digitalsimulationofrandom
processesanditsapplication[J].JournalofSoundandVibration,1972,25(1):111-128.
[13]KaimalJC.Spectralcharacteristicsofsurfacelayer
turbulence[J].JournaloftheRoyalMetaorological1972,98(1):563-589.Society,
[14]PanofskyHA,McCormickRA.Thespectrumofver-J].JournaloftheRoyalticalvelocitynearthesurface[
MetaorologicalSociety,1960,86(370):546-564.[15]贺艺华,蒋友宝,张建仁.考虑相位角的脉动风场模
J].工程力学,2008,25(12):25-29.拟[
HeYihua,JiangYoubao,ZhangJianren.Simulationofturbulentwindfieldwithphaseangle[J].Engineer-ingMechanics,2008,25(12):25-29.(inChinese)16]华旭刚,陈政清,祝志文.在ANSYS中实现颤振时[
.中国公路学报,2002,15(4):程分析的方法[J]
32-34.
HuaXugang,ChenZhengqing,ZhuZhiwen.Ap-proachoftime-historyanalysisofflutterinANSYS[J].ChinaJournalofHighwayandTransport,2002,15(4):32-34.(inChinese)
[7]郭薇薇,夏禾,徐幼麟.风荷载作用下大跨度悬索桥
.工程力学,的动力响应及列车运行安全分析[J]
2006,23(2):103-110.
XiaHe,XuYoulin.DynamicresponseofGuoWeiwei,
longspansuspensionbridgeandrunningsafetyoftrainunderwindaction[J].EngineeringMechanics,2006,23(2):103-110.(inChinese)
[8]王浩,李爱群,焦长科,等.基于规范及实测风谱的.土木工程学报,苏通大桥抖振响应对比研究[J]
2011,44(10):91-97.
LiAiqun,JiaoChangke,etal.ComparableWangHao,
studyofthebuffetingresponseofSutongBridgebasedonspecificationandmeasuredwindpowerspectrum[J].ChinaCivilEngineeringJournal,2011,44(10):91-97.(inChinese)
[9]李惠,周文松,欧进萍,等.大型桥梁结构智能健康
J].土木工程学报,2006,39监测系统集成技术研究[
(2):46-52.
LiHui,ZhouWensong,OuJinping,etal.Astudyonsystemintegrationtechniqueofintelligentmonitoringsystemsforsoundnessoflong-spanbridges[J].China52.(inCivilEngineeringJournal,2006,39(2):46-Chinese)
[10]ErnstHJ.Dere-modulvonseilenunterber?cksichti-
http://journal.seu.edu.cn
上一篇:塑胶件结构设计手册(精华板)