Language: English
ISBN/ISSN: 9787030420329
Published on: 2014-01
Soft Cover
Preface
As the technologies advance by the day, structural engineering makes great progress and plays a more and more important role in social development due to safety, economic and environmental incentives. To provide an international academic communication platform for experts and scholars from the research and practicing engineering communities, and for those who concern with and give supports to the development of structural engineering, the previous twelve International Symposiums on Structural Engineering were successfully held in Leshan, Harbin, Shanghai, Beijing, Shenyang, Kunming, Tianjin, Xi’an, Fuzhou, Changsha, Guangzhou and Wuhan between 1990 and 2012. Due to developments over the two decades, this series of structural engineering symposiums possess distinct characteristics and features, which continue to attract many elite academics from among Chinese people.
The 13th International Symposium on Structural Engineering (ISSE-13) is held in Hefei, P.R.China, October 24-27, 2014. It is organized by Hefei University of Technology and sponsored by National Natural Science Foundation of China (NSFC). The goal of the forum is to present and publish the most recent researches and developments in structural analysis, design, construction, maintenance and disaster mitigation, and also discuss the implementation and development of new tools and technologies for structural health monitoring as well as structural identification. The proceedings of ISSE-13 contain more than 200 papers. The contributions of all the authors to the proceedings are really appreciated.
We would like to express our sincerely thanks to all the members of the International Scientific Committee as well as the Local Organizing Committee, whose dedication is considered to be the key for the success of this symposium. Moreover, the supports from all the organizations listed in the proceedings and the special contributions from all the keynote speakers and the invited guests are also gratefully appreciated. We really hope that all the participants will have a good time and enjoy their stay in Hefei.
Weixin REN, Hefei University of Technology, P.R.China
Zuocai WANG, Hefei University of Technology, P.R.China
Jiping Ru, National Natural Science Foundation of China, P.R.China
October 24, 2014
TABLEOFCONTENTS
InternationalScientificCommittee
Preface
VolumeⅠ
1 Smart MaterialandStructures
DisplacementMonitoringMethodBasedonDigitalImageProcessingTechnology3
WeiLu,YanCui,JunTeng
TestonHigh-strengthLightweightAggregatesConcreteDeep
BeamswithShearSpan-to-depthRationVariations12
TaoWu,BeibeiLv,XiLiu
AnExperimentalStudyofNewGroutedDeformedPipeSpliceunder
IncrementalTensileLoad20
YongfengZheng,ZhengxingGuo
EffectofInterfacialBondonPerformanceofNaturalFlaxFRP
ConfinedCoirFibreReinforcedConcrete26
LiboYan,NawawiChouw,KrishnanJayaraman
SomeKeyProblemsofHighPerformanceFiberReinforcedConcrete
SubmergedFloatingTunnel33
YiqiangXiang,YingYang
ImpactResistanceofFlaxFibreReinforcedPolymerComposite42
WenjieWang,NawawiChouw
CompressiveBehaviorofSteelFiberReinforcedConcrete-filledFRPTubes48
TianyuXieandTogayOzbakkaloglu
ExperimentalResearchonShearBehaviorsofReinforcedStrain-hardening
CementitiousComposite(RSHCC)Beam56
LijunHou,ZihanLiu,ShilangXu,DaChen
BehaviourofHeadedStudShearConnectorsforComposite
Steel-concreteBeamsIncorporatingRecycledConcrete66
VivitNehaalDeo,EeLoonTan,VivianTam
NumericalAnalysisandExperimentalResearchforAcoustic-optical
FiberBasedDetectionofInterfacialDamageinFRP-RetrofittedStructures74
YingXu,ZhianLiu,ChangjunShao
ExperimentResearchonSlipCoefficientofQ460HighStrengthSteel
BoltedConnections88
YufengChen,YongjiuShi,GangShi,HuiyongBan,BinPan
ExperimentalResearchonTensilePropertiesofQ460HighStrength
SteelButtWelds96
YufengChen,YongjiuShi,GangShi,HuiyongBan,Chenxi,Wei
ASustainableStructureforECO-friendlyBuildingMaterials:the
Blocks-piledUpFrameofChineseAntiquityBuilding103
PengchengZhang,ZhaoyiSu,ZhengmaoYu
ARate-dependentConstitutiveModelforHighDampingRubberBearing108
WeiWei,YongYuan,HongpingZhu
BinghamModelofMRDamperandSimulinkAnalysis117
ShengnanWang,HuiLuo,HongpingZhu
DynamicBondBehaviorofGFRPSheet-concreteInterfaceunderImpactLoading127
JingsiHuo,JinYang,YuanLu,YanXiao
NanomechanicalPropertiesofInterfacialTransitionZonesinRecycled
AggregateConcrete134
WenguiLi,JianzhuangXiao,DavidA.Lange,WeijianYi,SurendraP.Shah
Single-shearTestofWet-bondedGFRP-to-concreteInterface147
WenweiWang,KentA.Harries
2StructuralControlandDisasterPreventation
NumericalInvestigationontheBehaviorsofCFST
Frame-coreWallStructurewithViscousDampers155
RuofanLuo,Fengming.Ren,GuangmingChen
ATheoreticalModeltoStudyFrequencyBandsof
PeriodicRailsonElasticFoundations164
LanDing,HongpingZhu
AnInteractionApproachtoPredictFireResistanceof
ConcreteFilledSteelTubeColumns177
YaoYao,XinxinHu
DiaphragmInterfaceDebondingDetectionforaLarge-scale
IrregularMC-CFSTColumnwithPZT184
BinXu,MengqiChen
Anti-metro-vibrationPerformance-basedDesignResearchonMuseum193
JiaqiGe,BotaoMa,WeiguoYang,NanZhang,
LingZhang,MingzhuWang,ZhizhongGuan
SeismicDisplacementofaRolling-basedIsolationSystem205
BiaoWei,QingyuanZeng,LiangChen
ExperimentalStudyonVibrationReductionPerformanceof
TunedMassDampered-bucklingRestrainedBrace214
YueZhang,XiangyuGao,YanglongLi,CaihongDing
AmbientVibrationAnalsisandStructuralModelingof
theHigh-riseBuildings228
YunZhou,DexianTan,SiteMi,WeijianYi,LimingXie
TemperatureDistributionofaSuper-tallTube-in-tube
StructureinSouthChina236
YongXia,PengZhang,YiqingNi
ReliabilityEvaluationofExistingSteelHighwayBridges247
YongjiePan,XinxinZhao,YulingZhangandXiaoguangLiu
ParametricStudyonHystereticBehaviorofDoubler
Plate-reinforcedTubularT-jointsafterFireExposure256
FeiGao,XingquanGuan,HongpingZhu
StudyontheInfluenceofResidualStressesandDamageontheHysteretic
BehaviorsofWelded-thick-steel-plateMembers265
FanBai,NaYang,XiaofengWang
StochasticOptimalControlofNonlinearHystereticStructures
withTime-dependentGainParameters276
YongboPeng,JieLi
SimpleMethodforPredictingtheFireResistanceof
Un-protectedFRP-strengthenedRCBeams284
WanyangGao,JianguoDai,J.G.Teng
EffectofTypicalDamagesonVehicle-inducedDynamic
ResponseofSimplySupportedMulti-slabGirderBridges295
YanLi,C.S.Cai,JiafengLiu
ResearchontheConstitutiveRelationsofCorrodedStirrups311
ZhaohuiLu,YibinOu,YangangZhao,ZhiwuYu,ChunqingLi
ParametricStudyonFireResistanceofCircularTubularT-Joints320
FeiGao,XiangnanLiu,JunboChen,ZigangXiao
MRDamperNonlinearRestoringForceIdentificationof
MDOFStructureswithDoubleChebyshevPolynomialModel328
BinXu,ZeyuLi,LongfeiLi,JiaHe
3StructuralAnalysisandIntegrity
ProgressiveCollapseAnalysisofConcreteFilledSteelTubularPlanar
FrameBasedonFiberModel341
HuaweiLi,JingxuanWang,WendaWang
NumericalSimulationonPlasticBucklingProcessofTorispherical
ShellunderPulsePressure349
GangChen,XichengHuang,WeizhouZhong
AnalysisonLoadCarryingCapacityoftheCorrodedReinforced
ConcreteBeamafterCyclicLoadingwithDifferentStressRatio356
XiaomingYang,FuzhaiLi,JianhuaXiao,MiaoLiu
StabilityAnalysisandCableForceMeasurementofCrossTruss
StringStructure367
MingminDing,BinLuo
NumericalSimulationonTestofΦ25mmProjectileImpacting
onConcreteTarget374
YixiaYan,RuozeXie,XichengHuang,ZhifangDeng,GangChen,ZhimingHao
Low-cyclicReversedLoadingTestforDouble-wallPrecast
ConcreteShearWalls380
QuandongXiao,ZhengxingGuo
AnalysisofMechanicalProblemsofTai-hePalace
intheForbiddenCitybeforeRenovation389
QianZhou,WeimingYan,JinbaoJi
DynamicImpactFactorsforSimply-supportedBridges
withDifferentCrossSections399
WeiHe,LuDeng,FangWang
DynamicPerformanceofaCable-stayedConcrete-filled
SteelTubeArchBridgeunderVehicularLoading408
WeiWang,LuDeng,HoujunKang
DynamicResponsesofBridgesduetoVehicleBraking
andAcceleration416
FangWang,LuDeng,WeiHe
Three-dimensionalFiniteElementAnalysisofReinforced
ConcreteTubularCoredSlab423
ZhenhaoZhang,YikuiTang,LeijunWei
VibrationResponsesAnalysisofLong-spanFloorsunder
StochasticWalkingLoad430
JunChen,GuoDing,RuotianXu
Stress-strainBehaviourofFRP-confinedConcreteSubjected
toEccentricCompression441
TaoJiang,XingqiangZhang,JianYao,YaozhiLuo
TheInfluenceofOverlapRegionsonAxialBehaviourof
Concrete-filledFRPTubes450
ThomasVincent,TogayOzbakkaloglu
NumericalStudyofPrefabricatedPlasticHingeThin
CylindricalTube’sEnergyAbsorbingAbility458
WeifangXu,JiaqiaoJiang,YongXu
MechanicalBehaviorAnalysisofPrestressedConcreteCompositeSlab464
ZhangfengZhu
ResearchofPressureChangesonOver-lineBridge
DuetoHigh-speedTrainPassage471
XiukaiZheng,NaYang,JianZhang,DongyuTeng,ShuaiZhang
ProgressiveCollapseMechanismAnalysisonSpatialCompositeFrame
withCFSTCo
