参考文献/References:
[1] NiYQ,KoJM,ZhengG.Dynamicanalysisoflarge-diam-
etersaggedcablestakingintoaccountflexuralrigidity[J].
JournalofSoundandVibration,2002,257(2):301-319.
[2] RicciardiG,SaittaF.Acontinuousvibrationanalysismodel
forcableswithsagandbendingstiffness[J].Engineering
Structures,2008,30(5):1459-1472.
[3] ZuiH,ShinkeT,NamitaYH.Practicalformulasforestima-
tionofcabletensionbyvibrationmethod[J].DobokuGakkai
Ronbunshu,1996,122(6):651-656.
[4] RenW X,ChenG,HuW H,etal.Empiricalformulasto
estimatecabletensionbycablefundamentalfrequency[J].
StructuralEngineeringandMechanics,2005,20(3):363-
380.
[5] KimGH,ParkT.Estimationofcabletensionforceusingthe
frequency-basedsystemidentificationmethod[J].Journalof
SoundandVibration,2007,304(3/5):660-676.
[6] 吴庆雄,李浏,陈宝春.考虑弯曲刚度的拉索面内固
有振动的理论计算公式[J].工程力学,2010,27(11):9-
15.
[7] 吴庆雄,陈宝春.塔桅结构的斜索面内固有振动计算的
修正Irvine方程[J].工程力学,2007,24(4):18-23.
[8] 严国敏.现代斜拉桥[M].成都:西南交通大学出版社,
1996:49-64.
[9] MehrabiAB,TabatabaiH.Unifiedfinitedifferenceformula-
tionforfreevibrationofcables[J].JournalofStructuralEn-
gineering,2014,124(11):1313-1322.
[10] KimJ,ChangSP.Dynamicstiffnessmatrixofaninclined
cable[J].EngineeringStructures,2001,23(12):1614-
1621.
[11] ZhouXD,YanSZ,ChuFL.In-planefreevibrationsof
aninclinedtautcable[J].JournalofVibrationandAcous-
tics,2011,133(3):470-476.
[12] IrvineHM.Freevibrationofinclinedcables[J].Journalof
StructuralDivision,ASCE,1978,104(2):343-347.
[13] 李庆阳,易大义,王能超.现代数值分析[M].北京:高
等教育出版社,1995:252-285.
[14] TriantafyllouMS.Thedynamicsoftautinclinedcables[J].
QuarterlyJournalofMechanicsandAppliedMathematics,
1984,37(3):421-440.
相似文献/References:
[1]肖一,卓卫东,范立础,等.考虑弯曲刚度的悬索自由振动解析解[J].水利与建筑工程学报,2013,(01):117.
[2]关孝文,张莉,胡世浩,等.基于行车激励的桥梁动力性能测试与状态评估[J].水利与建筑工程学报,2019,(06):226.[doi:10.3969/j.issn.1672-1144.2019.06.040]