Steel and composite structures. Proceedings of the 3rd International Conference on Steel and Composite Structures (ICSCS07), Manchester, UK, 30 July-1 August 2007

1099 Pages·2018·258.141 MB·English

by  Choi, Chang-Koon, Wang, Yong C.

STEELANDCOMPOSITESTRUCTURES
BALKEMA–ProceedingsandMonographs
inEngineering,WaterandEarthSciences
PROCEEDINGSOFTHE3rd INTERNATIONALCONFERENCEONSTEELANDCOMPOSITE
STRUCTURES(ICSCS07),MANCHESTER,UK,30JULY–1AUGUST2007
Steel and Composite Structures
Editors
Y.C. Wang
TheUniversityofManchester,UK
C.K. Choi
KoreaAdvancedInstituteofScience&Technology,Korea
LONDON / LEIDEN / NEW YORK / PHILADELPHIA / SINGAPORE
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ISBN:978-0-415-45141-3
SteelandCompositeStructures–Wang&Choi(eds)
©2007Taylor&FrancisGroup,London,ISBN978-0-415-45141-3
Table of contents
Preface XV
Organisation XVII
Keynotes
Semi-rigidandpartialstrengthjointaction:Then,now,when? 3
D.A.Nethercot
From30%to70%marketshare–howdidithappenintheUK? 11
D.B.Moore&D.Tordoff
Performanceofsteelinfull-scaledynamictests 27
R.Bjorhovde
Restraineddistortionalbucklingincontinuouscompositebeams 37
M.A.Bradford
Structuralsteelconnectionsandtheireffectonprogressivecollapse 49
T.Krauthammer
Structuralfireengineeringofsteelframedbuildings 57
C.G.Bailey
Conceptandapplicationofmember-basedlinearandsystem-basednonlinearanalysis
insteelstructuredesign 67
S.L.Chan
Specialsessiononcodification(Invitedpapers)
Bucklingstrengthofangletrussesinexperiment,bycodeandbysecond-orderanalysis 77
S.L.Chan,S.H.Cho&W.F.Chen
TheDirectAnalysisMethod:AnewAISCapproachtostabilitydesign 83
D.W.White
Evaluationofstressconcentrationanddeflectionofsimplysupportedboxgirder 89
E.Yamaguchi,T.Chaisomphob,J.Sa-nguanmanasak&C.Lertsima
Advancedanalysisofbuildingframesagainstblastandfire 95
J.Y.R.Liew&Y.Hang
Apracticaldesignmethodforsemi-rigidcompositeframesunderverticalloads 105
G.-Q.Li&J.-F.Wang
V
Eurocode3:Designofsteelstructures“Readyforpractice” 113
F.S.K.Bijlaard
AdoptingtheEurocodesintheUK:Lessonsforthesteelstructurecommunityworldwide 121
D.A.Nethercot
Material,beams,columnsandframes
InfluenceoftheBauschingereffectonthedeflectionbehaviourofcamberedsteeland
steelconcretecompositebeams 133
H.Grages,J.Lange&N.Sauerborn
Newfull-rangestress-strainmodelforstainlesssteels 139
W.M.Quach,J.G.Teng&K.F.Chung
Shearresistanceofellipticalhollowsections 145
L.Gardner,T.M.Chan&C.Ramos
Verticalshearresistanceofacompositeslimfloorbeam 151
P.Mäkeläinen,J.Zhang&S.Peltonen
Nonlinearanalysisofsteelframesusingelementswithmidspanplastichinge 159
Y.-S.Liu,G.-Q.Li&Y.-M.He
Experimentalandfiniteelementstudiesontaperedsteelplategirders 165
N.E.Shanmugam&W.H.M.WanMohtar
Continuouscompositebeamswithlargewebopenings 171
T.Weil&J.Schnell
Full-scalecompositebeamtestsonanAustraliantypeoftrapezoidalsteeldecking 177
S.Ernst&A.Wheeler
AMixedco-rotationalformulationfor3Dbeamelement 185
Z.X.Li
In-planeinelasticbucklingandstrengthofsteelarches 193
Y.-L.Pi,M.A.Bradford&F.Tin-Loi
Initialimperfectionsandbucklinganalysisforbeam-columns:AcomparativestudyofEC-3proposals 201
D.J.Yong,D.Fernandez-Lacabe,A.López&M.A.Serna
Numericalmodellingofuniformstainlesssteelmembersinbendingandaxialcompression 209
N.Lopes,P.M.M.VilaReal&L.S.daSilva
Theanalysisofdeflectionofcompositesteel-concretebeamswithpartialshearconnection 217
J.Valivonis&G.Marcˇiukaitis
Simplifiedmethodforflexuralfailureanalysisofsteel-concretecompositebeams
post-tensionedwithexternaltendons 223
A.Dall’Asta,A.Zona&L.Ragni
Asteel-concretecompositebeammodelwithpartialinteractionincludingtheshear
deformabilityofthesteelcomponent 231
G.Ranzi&A.Zona
VI
Numericalmodellingoftheflexuralbucklingofaxiallyloadedstainlesssteelmembers 237
N.Lopes,P.M.M.VilaReal&L.S.daSilva
Weakaxisbucklingofsteel-concretecompositecolumnsunderstrongaxisbending 243
J.M.Rotter
Behaviorofslendersteelreinforcedconcretecompositecolumns 249
G.T.Zhao&M.X.Zhang
Preloadeffectontheaxialcapacitiesofconcrete-filledcolumns 255
J.Y.R.Liew&D.-X.Xiong
Anexperimentalandnumericalstudyofhighstrengthconcretefilledtubularcolumns 263
J.M.Portoles,M.L.Romero,J.L.Bonet&D.Hernandez-Figueirido
Behaviorofconcrete-filledRHSsteeltubessubjectedtoaxialcompressioncombinedwith
bi-axialbendingmoment 271
L.H.Guo&S.M.Zhang
ComparisonbetweenChineseandthreeworldwidecodesforcircular
concrete-filledsteeltubemembers 279
S.M.Zhang,X.B.Ma&C.D.Goode
Modifiedelasticapproachforstabilitydesignofin-planeframecolumns 287
H.T.Hou&G.-Q.Li
Staticandlinearbucklinganalysisofchangedboundarybeam 295
Y.F.Luo,R.Yu,X.Li&W.Yang
Theform-findingmethodforthelower-chordpull-cableofbi-directionalbeamstringstructure
basedonbalancedload 301
R.J.Shang,Z.Q.Wu,J.L.Liu,X.S.Gong&P.X.Li
Globalstabilityoftelescopicboxboomwithcylindersupport 307
B.Luo,N.L.Lu&P.Lan
Equivalentinertiamomentmethodtostabilityanalyzeoflatticetypebeam 311
J.Wang,N.L.Lu&B.Luo
DevelopmentsinstructuralsteelconstructioninSouthernAfrica 317
M.Dundu
Time-dependentbehaviorofcontinuouscompositebeams 323
S.Chaudhary,U.Pendharkar&A.K.Nagpal
Connections
Aproposedlower-boundwindmomentmethodforsteelframeshavingsemi-rigidjoints 331
T.C.Cosgrove,C.M.King&J.B.P.Lim
Effectofcolumnbaserotationalstiffnessonthestrengthofunbracedsemi-rigidsteelframes 337
J.B.P.Lim,T.C.Cosgrove,C.M.King&D.A.Nethercot
Alternativedesignsforinternalandexternalsemi-rigidcompositejoints 343
B.Gil&E.Bayo
VII
Parametricstudyofsemi-rigidcompositejointwithprecasthollowcoreslabs 351
D.Lam,J.Ye&F.Fu
Experimentaltestofsemi-rigidminoraxiscompositeseatandwebsideplatejoints 357
A.Kozłowski&L.S´le˛czka
Finiteelementanalysisofsteelandcompositetop-and-seatandwebangleconnection 365
Z.Yuan,S.K.Ting&K.H.Tan
Developmentofacomponentmechanicalmodelforcompositetop-and-seatandwebangleconnection 373
Z.Yuan,S.K.Ting&K.H.Tan
Developmentsinsemi-rigidjointmomentversusrotationcurvestoincorporatetheaxialversus
momentinteraction 381
A.A.DelSavio,D.A.Nethercot,P.C.G.S.Vellasco,S.A.L.Andrade&L.F.Martha
Numericalanalysisandexperimentalstudiesconcerningthebehaviourofsteeland
steel-concretecompositejointsundersymmetricalandasymmetricalloads 389
D.Dan,V.Stoian&T.Nagy-Gyorgy
Comparisonofshearconnectiondesignmethodsincontinuoussteel-concretecompositebeams 397
A.Dall’Asta,G.Leoni&A.Zona
Shearconnectorsinsteelfibrereinforcedultrahighperformanceconcrete 403
J.Hegger&S.Rauscher
Effectofsteelfibrereinforcementontheshearconnectionofcompositesteel-concretebeams 411
O.Mirza&B.Uy
Quasi-statictestsofrigidjointbetweensteelbeamandconcretewallinhigh-risemixedstructures 417
J.Huang&S.B.Dai
HeadedstudssurroundedwithcylinderssteelbehaviorinHSC 423
M.R.Badr&A.E.Morshed
BehaviorofstrengthenedchannelconnectorsinHSC 429
M.R.Badr&A.E.Morshed
Hotspotstressofconcrete-filledcircularhollowsectionT-jointsunderaxialloading 435
L.W.Tong,K.Wang,W.Z.Shi,Y.Y.Chen,B.Shen&C.B.Liu
Pull-outstrengthofinteractingbond-typeanchors 441
M.Obata&Y.Goto
Load-carryingcapacityofpost-installedsteelanchorstoconcrete,subjectedtoshear 449
M.Karmazínová,J.Melcher&Z.Kala
Anexperimentalinvestigationonstudandperfobondconnectorswithpush-outtest 455
S.Y.K.Al-Darzi,A.-R.Chen&Y.-Q.Liu
Thenumericalsimulationexperimentprocessofhighstrengthboltjointofsteelbeamand
steelframedconcretewall 463
S.B.Dai&J.Huang
Bridges
Load-consistenteffectivewidthsforcompositesteel-concretedecks 473
L.Dezi,F.Gara&G.Leoni
VIII
Localbucklingofclass4cross-section–applicationtoasteel-concretecontinuous
beamofbridgeatrealscale 481
S.Guezouli
Analysisonstructuralsystemandmechanicalbehaviorofboxgirderbridge
withcorrugatedsteelwebs 489
J.He,A.-R.Chen&Y.-Q.Liu
Anew-typeprestressedcompositegirderbridge 495
P.G.Lee,C.E.Kim&C.S.Shim
PrototypeofStructuralHealthMonitoringSystem(SHMS)fortheNanpubridgeinShanghai,China 501
R.Wang,W.Huang,X.Meng,Y.Luo&L.Yao
Stabilitybehaviorandnewconstructionprocessforafive-spanCFSTarchbridge 507
Y.Y.Wang,S.M.Zhang,C.Y.Liu&Y.Geng
Localdeformationanalysisfortheboxgirderofacable-stayedbridgeduringerection 515
J.Y.Xu,D.J.Han,Q.S.Yan&W.F.Wang
InvestigationoftheCompressiveMembraneActionincompositesteel-concretebridgedecks 521
Y.Zheng,D.Robinson,S.E.Taylor&D.Cleland
Fireresistance
Temperaturedistributionsinunprotectedsteelconnectionsinfire 535
X.H.Dai,Y.C.Wang&C.G.Bailey
Experimentalinvestigationofthebehaviouroffinplateconnectionsinfire 541
H.X.Yu,I.W.Burgess,J.B.Davison&R.J.Plank
Developmentofacomponentmodelapproachtofin-plateconnectionsinfire 549
M.Sarraj,I.W.Burgess,J.B.Davison&R.J.Plank
Experimentalstudiesandnumericalanalysisoftheshearbehavioroffinplates
totubularcolumnsatambientandelevatedtemperatures 557
M.H.Jones&Y.C.Wang
Experimentalinvestigationofsteelbeam-to-columnjointsatelevatedtemperatures 565
K.H.Tan,Z.H.Qian&I.W.Burgess
Effectsofhightemperaturesonthestiffnessofconcrete-filledsteeltubular
column-to-steelbeamconnections 571
J.F.Wang&L.H.Han
ModellingofboltedT-stubassembliesatelevatedtemperatures 581
A.Heidarpour&M.A.Bradford
ComparativestudyofthebehaviourofBS4190andBSENISO4014boltsinfire 587
Y.Hu,J.B.Davison,I.W.Burgess&R.J.Plank
Experimentalstudyofthefirebehaviorofhighstrengthboltconnectionsinsteelframes 593
J.Q.He,Y.F.Luo&R.P.Wang
Firebehaviorofsteel-concretecompositememberswithausteniticstainlesssteel 597
C.Renaud&B.Zhao
IX