skip to content
Tubular structures XIII : proceedings of the 13th International Symposium on Tubular Structures, Hong Kong, China, 15-17 December 2010 Preview this item
ClosePreview this item
Checking...

Tubular structures XIII : proceedings of the 13th International Symposium on Tubular Structures, Hong Kong, China, 15-17 December 2010

Author: Ben Young
Publisher: Boca Raton ; Leiden, The Netherlands : CRC Press/Balkema, ©2010.
Edition/Format:   Print book : Document : Conference publication   Computer File : EnglishView all editions and formats
Summary:
This paper presents a series of test results carried out on elliptical Concrete-Filled Tube (CFT) columns. The tests were conducted to investigate the effects of variations of concrete strength and column slenderness on the behaviour and axial strength of the columns. The experimental study was carried out on ten specimens of short and long columns with Self-Consolidating Concrete (SCC). One elliptical steel section  Read more...
Rating:

(not yet rated) 0 with reviews - Be the first.

Subjects
More like this

Find a copy online

Links to this item

Find a copy in the library

&AllPage.SpinnerRetrieving; Finding libraries that hold this item...

Details

Genre/Form: Conference papers and proceedings
Congresses
Material Type: Conference publication, Document, Internet resource
Document Type: Book, Computer File, Internet Resource
All Authors / Contributors: Ben Young
ISBN: 9780415584739 0415584736
OCLC Number: 701425089
Notes: "A Balkema book."
Description: xvii, 742 pages : illustrations ; 26 cm + 1 CD-ROM (4 3/4 in.)
Contents: ISTS Kurobane lectureLife extension of fixed platformsN. ZettlemoyerBolted jointsBehaviour of I beam-SHS column steel joints with hollo-bolts: An experimental study A.C.B. Mesquita, L.A.P. Simoes da Silva & S. JordaoStatic resistance of bolted circular flange joints under tensile force M. Couchaux, M. Hjiaj & I. RyanJoint rotation behaviour of bolted endplate connections to flowdrilled RHS columns A.Y. Park & Y.C. WangValidation of an FE model for an experimental blind-bolted moment-resisting connection to concrete filled hollow section A. Al-Mughairi, W. Tizani & J.S. OwenStudy on the initial stiffness of blind bolted T-stub connections Z.Y. Wang, W. Tizani & Q.Y. WangStatic strength of jointsImproving the ductility of welded connections in rectangular hollow sections L.H. Teh & G.J. HancockEvaluation of numerical investigations on static behaviour of slender RHS K-gap jointsO. Fleischer, R. Puthli & J. WardenierElastic axial rigidity formula for multi-planar CHS X-joints and its effect on the behavior of single layer ribbed domesL.J. Jia & Y.Y. ChenStrength of RHS K-joints in brace members with holes required for truss hot-dip galvanizing C. Lopez-Colina, M.A. Serrano-Lopez, J.J. Del Coz-Diaz, G. Iglesias-Toquero & J. Gonzalez-MartinezStatic behaviour of complicated multi-planar tubular joints-A case study in Guangdong Science Center Y.B. Shao, Y.F. Jin, J.C. Zhang, Z.H. Qiu, S.P. Chiew & S.T. LieStrengthening T-joints in thin-walled tubular structuresA. Shaat, J. Aguilera & A. FamSeismicCyclic test and analysis on CHS stiffened connections to box section girders with different detailsW. Wang, Y.Y. Chen & B.D. ZhaoExperimental study on overlapped CHS K-joints under cyclic loadingX.Z. Zhao, X.B. Xu & Y.Y. ChenSeismic performance evaluation of steel tubular columns under cyclic bidirectional loadingI.H.P. MamaghaniCyclic elastoplastic analysis of steel tubular bracesI.H.P. MamaghaniCrack damage of multi-story CFT frame under strong ground motionK. Goto & M. SaishoNumerical study on displacement response of electric truss-columns under earthquake loadsL. Wang, J.H. Zhu, A.Z. Zhu & H.P. ZhuBehavior of external diaphragm connection of CHS column with H-shaped beamsW.N. Sui & Y.Y. ChenCyclic testing of hollow structural sections for seismic applications in low to mid-rise moment framesJ. McCormick, M. Fadden & J. BuisonStabilityBuckling analysis of cold-formed RHS frames using Generalised Beam TheoryC. Basaglia & D. CamotimEccentric cleat plate connections in hollow section members in compressionT. Wilkinson, D. Stock & A. HastieBearing capacity of hollow flange beams with web penetrationsT. Wilkinson, M. Judd, M. Popplewell & J. SalhiniLocal buckling limits of tubular sections in bending and compressionA.M. Gresnigt, C.A. Willemse & S.A. KaramanosBuckling response of submarine pipelines under combined tension and bendingS.F. Gong, H. Deng, L. Yuan & W.L. JinStainless steel & aluminiumColumn tests of concrete-filled aluminium tubular sectionsF. Zhou & B. YoungAnalytical solution for residual stresses in cold-formed stainless steel circular hollow sections due to cold bendingW.M. Quach & C. CaiRecent research on stainless steel tubular structuresL. GardnerCompression resistance of aluminium stub columns using Continuous Strength MethodM. Ashraf & B. YoungResidual stress pattern of stainless steel SHSM. Jandera & J. MachacekEffects of different adhesive and FRP on strengthening of stainless steel tubular structural members S.M.Z. Islam & B. YoungOval hollow sectionsNumerical study on the ultimate strength of elliptical stub columns N. Silvestre & L. GardnerSlenderness limits for EHS and OHS subject to bending using the RHS approach X.L. Zhao, A. Kernot, J.A. Packer & T. HaqueBiaxial bending and compression of elliptical hollow sections T.M. Chan, J.M. Abela & L. GardnerInstabilities in elliptical hollow section members K.H. Law & L. GardnerNumerical modelling of concrete-filled stainless steel elliptical hollow sections D. Lam & X. DaiExperimental studies of elliptical concrete-filled tube columns N. Jamaluddin, D. Lam & J. YeCompression members of cold-formed steel oval hollow sections J.H. Zhu & B. YoungApplications & case studiesPREON-The flexible standard in hall construction O. JosatGlazed atrium roof shopping center Cotroceni Park, Bucharest M. Eekhout, N. Eekhout, L. Weber & M. VenhuizenStructural design of the Spanish Pavilion for the Expo 2010 in Shanghai J. Martinez Calzon, C. Castanon Jimenez, J.M. Ding, X. Zhao & H.H. SunManufacture and construction of the Spanish Pavilion for the Expo 2010 in Shanghai M.Y. Fang, J. Martinez Calzon & C. Castanon JimenezThe architecture of tubular footbridges L.J. Sanz Balduz, J.L. Abadia, J.R. Leon, M. Bolea, J. Arruga & M. RiveraDiversity of design for welded joints of hollow profiles in shell structures J. Muglitz & C. SeidelSpecification & code developmentEnhanced proof strength after cold process of fabrication of non-linear metallic profiles-Comparison of two predictive models for hollow sectionsB. Rossi & J.P. JaspartBackground of the new RHS joint strength equations in the IIW (2009) recommendationsJ. Wardenier, G.J. van der Vegte, J.A. Packer & X.L. ZhaoProduction standards for cold-formed hollow structural sectionsJ.A. Packer & S.P. ChiewDesign tools for hollow section joints K. Weynand, J. Kuck, R. Oerder, S. Herion, O. Fleischer, O. Josat & M. SchneiderMaterial properties of cold formed tubular sections with high yield strength steelsK. OchiStructural integrityStudy of the damage on tubular steel structure after 30 years in serviceA. Petersen, P. Decosemaeker & M. LefrancModern design method using NIDA for scaffolding systemsY.P. Liu & S.L. ChanStructural integrity assessment of tubular structures containing weld defectsS. Cicero, R. Lacalle & R. CiceroFitness for service assessment of tubular structures using the FITNET FFS ProcedureS. Cicero, F. Gutierrez-Solana & R. CiceroApplication of Small Punch Test for the characterization of welded joints of tubular structuresR. Lacalle, S. Cicero, J.A. Alvarez, B. Arroyo & F. Gutierrez-SolanaFatigue & fractureFatigue performance of enhanced partial joint penetration welds for tubular jointsP. Marshall, X. Qian & Y. PetchdemaneengamNew S-N curves for details in bridges with steel truss tubular superstructureA. Nussbaumer, S. Herion, M. Veselcic & R. DietrichComparison of approaches for fatigue design of different tubular joint typesF.R. Mashiri, X.L. Zhao, Z. Xiao, P. Dong & L.W. TongFatigue strength of truss girders made of Very High Strength SteelR.J.M. Pijpers & M.H. KolsteinFailure assessment of a cracked circular hollow section T-joint including the effect of crack-front constraintsX. Qian, Z. Ou & S. SwaddiwudhipongAssessment of brittle fracture from defects using toughness scaling modelT. Iwashita & K. AzumaExperimental investigation on stress concentration factors for diamond bird beak T-jointsL.W. Tong, D.Q. Yan, Y.Q. Liu & X.L. ZhaoFatigue resistant truss connections with thick walled chords I. Mangerig, R. Wagner & N. RomenFatigue behavior of welded CHS joints of large dimensions I. Mangerig, N. Romen & R. WagnerDesign and fatigue assessment of a stingerN. Ermolaeva, Y. Yu & L. ZhaoInfluence of welding residual stresses on stable crack growth in tubular K-joints under compressive fatigue loadingsC. Acevedo & A. NussbaumerCrane runways made of hot-rolled mannesmann steel hollow (MSH) sections S. Herion, O. Josat, C. Dittmann, P. Sunder, O. Fleischer & J. DechentNumerical and experimental plastic collapse loads and CTODs of a cracked square hollow section (SHS) K-jointS.T. Lie, B.F. Zhang, T. Li & Z.M. YangComposite constructionMoment capacity of concrete filled double skin tubes X.L. Zhao & A. ChoiParametric studies of behaviour of composite beam-column end plate connections subjected to low-probability, high-consequence loading O. Mirza & B. UyFE analysis of composite tubular K-joints subjected to static loading Q.Y. Song, L.H. Han & X.L. ZhaoIn-plane creep behaviour of concrete-filled steel tubular arches Y.L. Pi, M.A. Bradford & W.L. QuStrength design against in-plane failure of concrete-filled steel tubular arches Y.L. Pi, M.A. Bradford, C.Y. Liu & Y.Y. WangInclined, tapered and STS concrete-filled steel tubular (CFST) stub columns under axial compressionL.H. Han, Q.X. Ren & W. LiHybrid FRP-concrete-steel double-skin tubular columns with a square outer tube and a circular inner tube: Stub column tests T. Yu & J.G. TengExperimental investigation on tubular columns infilled with ultra-high strength concreteJ.Y.R. Liew & D.X. XiongRecent developments on design of composite columns in Hong Kong K.F. Chung & C.K. ChanExperiment investigations of stress concentration factor of concrete-filled tubular T joints J. Chen, J. Chen & W.L. JinAn experimental study of rectangular concrete filled tubular (CFT) columns with high strength concreteD. Hernandez-Figueirido, J.M. Portoles, M.L. Romero & J.L. BonetEffect analysis of suspender damage on through concrete filled steel tubular arch bridgeH. Chen, W. He, B. Wang & L. HuangFireExperimental evaluation of steel dual tube column system for fire protectionM.B. Wong & J.D. WangFE analysis of self-consolidating concrete filled double skin tubular columns subjected to firesH. Lu, X.L. Zhao & L.H. HanFire resistance design of concrete-filled double skin tubular (CFDST) columnsH. Lu, X.L. Zhao & L.H. HanStructural performance of extended end-plate connections between tubular steel members in fire O. Salem, G. Hadjisophocleous & E. ZalokA numerical study of the fire behaviour of high strength concrete filled tubular columnsA. Espinos, M.L. Romero, A. Hospitaler & C. IbanezFire design of external semi-rigid composite jointsP. Schaumann & O. BahrAn experimental study of structural behaviours of CHS T-joints subjected to brace axial compression in fire conditionM.P. Nguyen, T.C. Fung & K.H. TanNumerical models and parametric study on ultimate strength of CHS T-joints subjected to brace axial compression under fire condition M.P. Nguyen, K.H. Tan & T.C. Fung
Other Titles: Tubular structures 13
Tubular structures thirteen
Proceedings of the 13th International Symposium on Tubular Structures
Responsibility: editor, Ben Young.

Abstract:

This paper presents a series of test results carried out on elliptical Concrete-Filled Tube (CFT) columns. The tests were conducted to investigate the effects of variations of concrete strength and column slenderness on the behaviour and axial strength of the columns. The experimental study was carried out on ten specimens of short and long columns with Self-Consolidating Concrete (SCC). One elliptical steel section was used with three different typical concrete strengths to determine the reduction of column strength with the increase in column length. All specimens were tested to failure to assess their load carrying capacity, deformation and structural behaviour.

Reviews

User-contributed reviews
Retrieving GoodReads reviews...
Retrieving DOGObooks reviews...

Tags

Be the first.
Confirm this request

You may have already requested this item. Please select Ok if you would like to proceed with this request anyway.

Linked Data


Primary Entity

<http://www.worldcat.org/oclc/701425089> # Tubular structures XIII : proceedings of the 13th International Symposium on Tubular Structures, Hong Kong, China, 15-17 December 2010
    a schema:Book, schema:CreativeWork, schema:MediaObject ;
   library:oclcnum "701425089" ;
   library:placeOfPublication <http://experiment.worldcat.org/entity/work/data/784995486#Place/boca_raton> ; # Boca Raton
   library:placeOfPublication <http://id.loc.gov/vocabulary/countries/flu> ;
   library:placeOfPublication <http://experiment.worldcat.org/entity/work/data/784995486#Place/leiden_the_netherlands> ; # Leiden, The Netherlands
   schema:about <http://id.loc.gov/authorities/subjects/sh85138467> ; # Tubular steel structures
   schema:about <http://dewey.info/class/624.1772/e22/> ;
   schema:about <http://id.worldcat.org/fast/1158613> ; # Tubular steel structures
   schema:alternateName "Tubular structures 13" ;
   schema:alternateName "Tubular structures thirteen" ;
   schema:alternateName "Proceedings of the 13th International Symposium on Tubular Structures" ;
   schema:bookFormat bgn:PrintBook ;
   schema:contributor <http://viaf.org/viaf/306437414> ; # Ben Young
   schema:copyrightYear "2010" ;
   schema:creator <http://experiment.worldcat.org/entity/work/data/784995486#Meeting/international_symposium_on_tubular_structures_13th_2010_hong_kong_china> ; # International Symposium on Tubular Structures (13th : 2010 : Hong Kong, China)
   schema:datePublished "2010" ;
   schema:description "This paper presents a series of test results carried out on elliptical Concrete-Filled Tube (CFT) columns. The tests were conducted to investigate the effects of variations of concrete strength and column slenderness on the behaviour and axial strength of the columns. The experimental study was carried out on ten specimens of short and long columns with Self-Consolidating Concrete (SCC). One elliptical steel section was used with three different typical concrete strengths to determine the reduction of column strength with the increase in column length. All specimens were tested to failure to assess their load carrying capacity, deformation and structural behaviour."@en ;
   schema:exampleOfWork <http://worldcat.org/entity/work/id/784995486> ;
   schema:genre "Conference publication"@en ;
   schema:genre "Conference papers and proceedings"@en ;
   schema:inLanguage "en" ;
   schema:name "Tubular structures XIII : proceedings of the 13th International Symposium on Tubular Structures, Hong Kong, China, 15-17 December 2010"@en ;
   schema:productID "701425089" ;
   schema:publication <http://www.worldcat.org/title/-/oclc/701425089#PublicationEvent/boca_raton_leiden_the_netherlands_crc_press_balkema_2010> ;
   schema:publisher <http://experiment.worldcat.org/entity/work/data/784995486#Agent/crc_press_balkema> ; # CRC Press/Balkema
   schema:url <http://www.crcnetbase.com/ISBN/978-0-415-58473-9> ;
   schema:workExample <http://worldcat.org/isbn/9780415584739> ;
   wdrs:describedby <http://www.worldcat.org/title/-/oclc/701425089> ;
    .


Related Entities

<http://experiment.worldcat.org/entity/work/data/784995486#Agent/crc_press_balkema> # CRC Press/Balkema
    a bgn:Agent ;
   schema:name "CRC Press/Balkema" ;
    .

<http://experiment.worldcat.org/entity/work/data/784995486#Meeting/international_symposium_on_tubular_structures_13th_2010_hong_kong_china> # International Symposium on Tubular Structures (13th : 2010 : Hong Kong, China)
    a bgn:Meeting, schema:Event ;
   schema:location <http://experiment.worldcat.org/entity/work/data/784995486#Place/hong_kong_china> ; # Hong Kong, China)
   schema:name "International Symposium on Tubular Structures (13th : 2010 : Hong Kong, China)" ;
    .

<http://experiment.worldcat.org/entity/work/data/784995486#Place/hong_kong_china> # Hong Kong, China)
    a schema:Place ;
   schema:name "Hong Kong, China)" ;
    .

<http://experiment.worldcat.org/entity/work/data/784995486#Place/leiden_the_netherlands> # Leiden, The Netherlands
    a schema:Place ;
   schema:name "Leiden, The Netherlands" ;
    .

<http://id.loc.gov/authorities/subjects/sh85138467> # Tubular steel structures
    a schema:Intangible ;
   schema:name "Tubular steel structures"@en ;
    .

<http://id.worldcat.org/fast/1158613> # Tubular steel structures
    a schema:Intangible ;
   schema:name "Tubular steel structures"@en ;
    .

<http://viaf.org/viaf/306437414> # Ben Young
    a schema:Person ;
   schema:familyName "Young" ;
   schema:givenName "Ben" ;
   schema:name "Ben Young" ;
    .

<http://worldcat.org/isbn/9780415584739>
    a schema:ProductModel ;
   schema:isbn "0415584736" ;
   schema:isbn "9780415584739" ;
    .

<http://www.crcnetbase.com/ISBN/978-0-415-58473-9>
   rdfs:comment "View this book online, via CRCNetBase, both on- and off-campus (please use Desktop Anywhere for off-campus access)" ;
    .

<http://www.worldcat.org/title/-/oclc/701425089>
    a genont:InformationResource, genont:ContentTypeGenericResource ;
   schema:about <http://www.worldcat.org/oclc/701425089> ; # Tubular structures XIII : proceedings of the 13th International Symposium on Tubular Structures, Hong Kong, China, 15-17 December 2010
   schema:dateModified "2018-11-07" ;
   void:inDataset <http://purl.oclc.org/dataset/WorldCat> ;
    .


Content-negotiable representations

Close Window

Please sign in to WorldCat 

Don't have an account? You can easily create a free account.