参考文献/References:
[1] 吉伯海,傅中秋.近年国内桥梁倒塌事故原因分析[J].
土木工程学报,2010,43(S1):495-498.
[2] Wardhaha,HadiprionoFC.Analysisofrecentbridgefailure
intheUnitedStates[J].CorporateGovernanceAnInterna-
tionalReview,2003,17(3):24-35.
[3] RobertsonIN,RiggsHR,YimSCS,etal.Lessonsfrom
hurricaneKatrinastormsurgeonbridgesandbuilding[J].
JournalofWaterwayPortCoastal& OceanEngineering,
2007,133(6):463-466.
[4] ParkI,LeeJ,ChoW.Assessmentofbridgescourand
riverbedvariationbyagroundpenetratingradar[C]//Pro-
ceedingofthe10thInternationalConferenceonGroundPene-
tratingRadar,2004:411-414.
[5] HumarJL.DynamicsofStructure[M].London,UK:Taylor
&FrancisGroupplc,2005.
[6] DengL,CaiCS.Bridgescour:predicting,modeling,mon-
itoring,andcountermeasures-review[J].PracticePeriodical
onStructuralDesignandConstruction,2010,15(2):125-
134.
[7] YuX.Timedomainreflectometryautomaticbridgescour
measurementsystem:principlesandpotentials[J].Structural
HealthMonitoring,2009,8(16):463-476.
[8] LinYB,ChenJC,ChangKC,etal.Real-timemonitoring
oflocalscourbyusingfiberBragggratingsensors[J].Smart
MaterialsandStructures,2005,14(4):664-670.
[9] LuJY,HongJH,SuCC,etal.Fieldmeasurementsand
simulationofbridgescourdepthvariationduringfloods[J].
JournalofHydraulicEngineering,2008,134(6):810-821.
[10] FanWei,QiaoPizhong.A strainenergy-baseddamage
severitycorrectionfactormethodfordamageidentificationin
plate-typestructures[J].MechanicalSystemsandSignal
Processing,2012,28(2):660-678.
[11] RenWeixin,SunZengshou,XiaYong,etal.Damagei-
deniifieationofshearconneetorswithWaveletpacketener-
gy:laboratoryteststudy[J].JournalofStructuralEngi-
neering,2008,134(5):832-841.
[12] LuJiyun,LiangDakai,ZhangXiaoli,etal.Researchon
structuralhealthmonitoringforwingboxbasedonsupport
vectorregressionmaehine[J].JournalofscieniificInstru-
ment,2009,30(3):486-491.
相似文献/References:
[1]姬小祥,张帆,邵景干,等.不同类型钢纤维混凝土力学性能室内试验分析[J].水利与建筑工程学报,2015,(05):168.[doi:10.3969/j.issn.1672-1144.2015.05.033]
[2]刘发水.整体化铺装层加固空心板理论最优厚度分析[J].水利与建筑工程学报,2018,(02):26.[doi:10.3969/j.issn.1672-1144.2018.02.005]
[3]张岩,杨霞林,冀伟.钢桁腹式混凝土组合箱梁的结构性能分析[J].水利与建筑工程学报,2018,(04):21.[doi:10.3969/j.issn.1672-1144.2018.04.005]
[4]范文质,修占国,刘振华,等.广陈塘大桥挂篮施工及结构分析[J].水利与建筑工程学报,2018,(04):26.[doi:10.3969/j.issn.1672-1144.2018.04.006]
[5]季国富.基于上部结构体系转换法的桥梁桩基托换技术分析[J].水利与建筑工程学报,2018,(04):52.[doi:10.3969/j.issn.1672-1144.2018.04.011]
[6]苗通,戴杰.花瓶墩受力实用分析方法对比[J].水利与建筑工程学报,2018,(05):42.[doi:10.3969/j.issn.1672-1144.2018.05.007]
[7]郑建.轴向受力下钢管混凝土K型节点应力集中系数影响分析[J].水利与建筑工程学报,2021,(06):94.[doi:10.3969/j.issn.1672-1144.2021.06.015]
[8]张利铨,林上顺,陶志蕾,等.跨海大桥 RC桥墩防腐蚀研究进展[J].水利与建筑工程学报,2022,(01):177.[doi:10.3969/j.issn.1672-1144.2022.01.027]
[9]杨新燕.桥梁 T梁与箱梁斜向拼接结构受力性能有限元分析[J].水利与建筑工程学报,2022,(05):178.[doi:10.3969/j.issn.1672-1144.2022.05.028]
[10]钱栋栋,陈潮,齐士乐,等.目形钢箱拱肋截面承载力计算方法[J].水利与建筑工程学报,2023,(04):192.[doi:10.3969/j.issn.1672-1144.2023.08.028]