Static behavior of T-shaped concrete-filled steel tubular columns subjected to eccentric compressive loads (English)
- New search for: Yang, H.
- New search for: Zhang, S.M.
- New search for: Yang, Y.L.
- New search for: Yang, H.
- New search for: Zhang, S.M.
- New search for: Yang, Y.L.
- New search for: Gardner, L.
In:
Tubular Structures
;
59-64
;
2012
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ISBN:
- Conference paper / Print
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Title:Static behavior of T-shaped concrete-filled steel tubular columns subjected to eccentric compressive loads
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Contributors:
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Conference:14th, Tubular Structures ; 2012 ; London
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Published in:Tubular Structures ; 59-64TUBULAR STRUCTURES - INTERNATIONAL SYMPOSIUM ; 14 ; 59-64
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Publisher:
- New search for: CRC Press
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Place of publication:London
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Publication date:2012-01-01
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Size:6 pages
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Remarks:Includes bibliographical references and index
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ISBN:
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Type of media:Conference paper
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Type of material:Print
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Language:English
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Keywords:
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Source:
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Table of contents conference proceedings
The tables of contents are generated automatically and are based on the data records of the individual contributions available in the index of the TIB portal. The display of the Tables of Contents may therefore be incomplete.
- 3
-
Hybrid hollow structural sectionsZhao, X.L. et al. | 2012
- 17
-
Tubular steel structures in architectureEekhout, M. et al. | 2012
- 25
-
Design and erection of the London Eye and the Wembley National Stadium archMann, A.P. et al. | 2012
- 35
-
Local buckling in Concrete-Filled circular Tubes (CFT)Chacon, R. / Mirambell, E. / Real, E. et al. | 2012
- 43
-
Concrete filled circular hollow sections under cyclic axial loadingSheehan, T. / Chan, T.M. et al. | 2012
- 51
-
An experimental study of high-strength CFST columns subjected to axial load and non-constant bending momentsHernandez-Figueirido, D. / Romero, M.L. / Bonet, J.L. / Hospitaler, A. et al. | 2012
- 59
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Static behavior of T-shaped concrete-filled steel tubular columns subjected to eccentric compressive loadsYang, H. / Zhang, S.M. / Yang, Y.L. et al. | 2012
- 65
-
Time effects on the static response of concrete filled steel tubular arch bridgesGeng, Y. / Wu, X.R. / Wang, Y.Y. / Ranzi, G. et al. | 2012
- 73
-
Experimental study on concrete-filled cold-formed steel tubular stub columnsZhu, A.Z. / Luo, L.L. / Zhu, H.P. et al. | 2012
- 81
-
Concrete filled double skin circular tubular members subjected to pure bending and centric compressive loadingUenaka, K. / Kitoh, H. et al. | 2012
- 89
-
Design of concrete filled tubular CHS T-joints under in-plane bendingChen, J. / Jin, W.L. / Ye, Y. / Sheng, X.H. et al. | 2012
- 95
-
Research on the shear transfer mechanism of CFT panel zoneFan, J. / Cheng, X. / Zhou, H. et al. | 2012
- 103
-
Concrete filled double skin asymmetric tube sections subjected to pure bendingValls, A.A. / Carreras, J.M. et al. | 2012
- 113
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Influence of the angle in the strength of RHS K-joints in galvanized lattice girdersSerrano-Lopez, M.A. / Lopez-Colina, C. / Lozano, A. / Iglesias, G. / Gonzalez, J. et al. | 2012
- 121
-
Over strength criteria of slotted connections with high yield strength steelsIwamoto, S. / Ochi, K. et al. | 2012
- 127
-
Finite Element Modelling of beam-to-column flush end plate connections utilising blind boltsMirza, O. / Uy, B. et al. | 2012
- 133
-
Shear behaviour of open beam-to-tubular column angle connectionsLiu, Y. / Malaga-Chuquitaype, C. / Elghazouli, A.Y. et al. | 2012
- 141
-
Residual stress investigation of welded high strength steel box T-jointsChiew, S.P. / Jiang, J. / Lee, C.K. et al. | 2012
- 149
-
Branch plate-to-CHS T-connections: Finite element study and design recommendationsVoth, A.P. / Packer, J.A. et al. | 2012
- 159
-
Response of beam-to-tubular column angle connections subjected to combined flexure and axial loadingLiu, Y. / Malaga-Chuquitaype, C. / Elghazouli, A.Y. et al. | 2012
- 167
-
Capacity of CFRHS X-joints made of double-grade S420 steelBjork, T. / Saastamoinen, H. et al. | 2012
- 177
-
Experimental investigation of the static capacity of grade C450 RHS T and X truss jointsBecque, J. / Wilkinson, T. et al. | 2012
- 185
-
FEA of T & X joints in Grade C450 steelMohan, M. / Wilkinson, T. et al. | 2012
- 195
-
Measurements vs. estimation of nominal and local strain in a tubular K-joint of a stingerErmolaeva, N.S. / Yu, Y. / Chen, X. / Ren, H. et al. | 2012
- 203
-
Lessons learned from testing of tubular steel Joints after 30 year in servicePedersen, A. / Decosemaeker, P. / Lefranc, M. et al. | 2012
- 211
-
Structural performance of TS590 high-strength steel welded tubular joints under extreme bending loadingVarelis, G.E. / Karamanos, S.A. / Papatheocharis, T. / Perdikaris, P.C. et al. | 2012
- 219
-
Numerical investigation of welding residual stresses in planar bridge trusses made of CHS steel profilesZamiri, F. / Nussbaumer, A. / Acevedo, C. et al. | 2012
- 227
-
Analysis of the load transfer in composite columns with concrete filled hollow sections - bolts as load transfer devicesFakury, R.H. / Caldas, R.B. / Almeida, P.H.F. / Araujo, A.H.M. et al. | 2012
- 233
-
Proposed corrections for EN 1993-1-8, Part ``Hollow Section Joints''Wardenier, J. / Puthli, R.S. / van der Vegte, G.J. et al. | 2012
- 241
-
Nonlinear formulation for tubular X-joints in frame analysisQian, X. / Zhang, Y. / Choo, Y.S. et al. | 2012
- 249
-
Numerical and analytical investigation of geometrical imperfections on adhesive bonded cast steel - steel jointsAlbiez, M. / Gotz, F. / Puthli, R.S. / Ummenhofer, T. et al. | 2012
- 257
-
Axially loaded Elliptical Hollow Section X joints, Part I: Experiments and numerical calibrationShen, W. / Choo, Y.S. / Wardenier, J. / van der Vegte, G.J. / Packer, J.A. et al. | 2012
- 265
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Axially loaded Elliptical Hollow Section X joints, Part II: Results and analysisShen, W. / Wardenier, J. / Packer, J.A. / Choo, Y.S. / van der Vegte, G.J. et al. | 2012
- 275
-
Numerical modeling and design of cold-formed steel oval hollow section compression membersZhu, J.H. / Young, B. et al. | 2012
- 283
-
Interaction relations for members of hot rolled elliptical hollow sectionsNowzartash, F. / Mohareb, M. et al. | 2012
- 289
-
Finite Element Modelling of beam to concrete filled elliptical steel column connectionsLam, D. / Dai, X.H. et al. | 2012
- 297
-
Elastic buckling of elliptical hollow sections under linearly varying in-plane stress distributionsAbela, J.M. / Gardner, L. et al. | 2012
- 305
-
Elliptical hollow section beam-columnsLaw, K.H. / Gardner, L. et al. | 2012
- 313
-
Buckling and classification of high-strength steel CHS tubular members under axial compression and bendingPappa, P. / Karamanos, S.A. et al. | 2012
- 323
-
Assessment of brittle fracture for cast steel connections in braced framesIwashita, T. / Packer, J.A. / de Oliveira, J.C. et al. | 2012
- 331
-
Plastic collapse loads P~c and CTODs of a cracked Circular Hollow Section (CHS) T-jointLi, T. / Lie, S.T. / Shao, Y.B. et al. | 2012
- 337
-
Root cracking in tubular joints with enhanced partial joint penetration weldsMarshall, P.W. / Qian, X. / Petchdemaneegam, Y. / Thang, C.T. et al. | 2012
- 345
-
Fatigue behaviour of CFRP-strengthened thin-walled RHS-to-SHS cross-beam connectionsXiao, Z.-G. / Zhao, X.-L. / Borrie, D. et al. | 2012
- 351
-
Further experimental study on assessment of safety of beam-column connections with weld defects from brittle fractureAzuma, K. / Iwashita, T. et al. | 2012
- 359
-
Stress concentration factors for fatigue design of CHS-SHS T-jointsTong, L.W. / Zheng, H.Z. / Mashiri, F.R. / Zhao, X.L. et al. | 2012
- 369
-
Investigation of the behavior of gusset plate welded slotted stainless steel tubular members under axial tensionKiymaz, G. / Seckin, E. et al. | 2012
- 377
-
Numerical modelling of prestressed stayed stainless steel columnsde Lima, L.R.O. / da S. Vellasco, P.C.G. / da Silva, J.G.S. / Araujo, R.R. et al. | 2012
- 383
-
Experimental studies on recycled aggregate concrete filled stainless steel tube stub columnsYang, Y.F. / Ma, G.L. / Wang, J. et al. | 2012
- 391
-
Predictive models for strength enhancements in cold-formed structural sectionsRossi, B. / Afshan, S. / Gardner, L. et al. | 2012
- 399
-
Behaviour of cold-formed lean duplex stainless steel sectionsHuang, Y. / Young, B. et al. | 2012
- 407
-
2D finite-element modelling of stainless steel cold-formed RHS subjected to elevated temperaturesSalem, O. / El-Husseiny, O. / Matar, E. / El-Dib, M. et al. | 2012
- 415
-
Web crippling of ferritic stainless steel tubular members strengthened with high modulus CFRP plateIslam, S.M.Z. / Young, B. et al. | 2012
- 423
-
Ultimate capacity of stainless steel RHS subjected to combined compression and bendingTheofanous, M. / Liew, A. / Gardner, L. et al. | 2012
- 431
-
Eccentric compression tests on high strength duplex stainless steel columnsLui, W.M. / Young, B. / Ashraf, M. et al. | 2012
- 439
-
Lean duplex stainless steel hollow stub columns of Square, L-, T-, and +-shaped cross sections under pure axial compression - a finite element studyPatton, M.L. / Singh, K.D. et al. | 2012
- 449
-
E-conditioned Chimneys in MadridAran, X.A.i. et al. | 2012
- 457
-
Towards a new balance between architecture and building technologyEekhout, M. et al. | 2012
- 465
-
Application of concrete filled steel tubular arch bridges in ChinaWang, Y.Y. / Wu, X.R. / Geng, Y. / Zhang, S.M. et al. | 2012
- 473
-
Blue Tree in a Red Landscape: Structure of a sculptureKeays, R.H. et al. | 2012
- 481
-
Helicoidal footbridge over the Manzanares RiverJimenez, C.C. / Corral, A.S. / Calzon, J.M. et al. | 2012
- 493
-
Investigation of concrete-filled aluminum circular hollow section columnsZhou, F. / Young, B. et al. | 2012
- 501
-
Compression tests of aluminium alloy cross-sectionsSu, M.N. / Young, B. / Gardner, L. et al. | 2012
- 509
-
Bending tests of aluminium alloy cross-sectionsSu, M.N. / Young, B. / Gardner, L. et al. | 2012
- 517
-
Dynamic three-point bending tests on aluminium foam filled steel tubesRathnaweera, G. / Ruan, D. / Nagaraj, V. / Durandet, Y. et al. | 2012
- 525
-
Theoretical analysis of foam-filled aluminum tubes subjected to bending and dentingElchalakani, M. / Ruan, D. et al. | 2012
- 533
-
Seismic response and damage limit of concrete filled steel tube frameGoto, K. et al. | 2012
- 541
-
Experimental evaluation of CHS KK-joints under out-of-plane bending for seismic applicationsWang, W. / Chen, Y.Y. / Zhao, B.D. et al. | 2012
- 549
-
A smart multi-spring assembling model for simulation of hysteretic behavior of unstiffened CHS X-JointZhao, B.D. / Chen, Y.Y. et al. | 2012
- 557
-
Parametric finite element analysis of the cyclic flexural behavior of hollow structural sectionsFadden, M. / McCormick, J. et al. | 2012
- 565
-
Vibration analysis of tubular footbridges induced by human walkingDebona, G.L. / da Silva, J.G.S. / Sieira, A.C.C.F. / da S. Vellasco, P.C.G. / de Lima, L.R.O. et al. | 2012
- 575
-
Shape effect on structural fire behaviour of axially loaded Concrete Filled Tubular (CFT) stub columnsDai, X.H. / Lam, D. et al. | 2012
- 583
-
An experimental study of the fire behaviour of slender concrete filled circular hollow section columnsEspinos, A. / Romero, M.L. / Hospitaler, A. / Ibanez, C. / Pascual, A. / Moliner, V. et al. | 2012
- 591
-
Nonlinear finite element modelling of flexible I-beam to square hollow section column connections subjected to earthquake and subsequent fireSong, Q.-Y. / Heidarpour, A. / Zhao, X.-L. / Han, L.-H. et al. | 2012
- 599
-
Performance of CHS T-joints in a standard fire testNguyen, M.P. / Tan, K.H. / Fung, T.C. et al. | 2012
- 607
-
Structural behavior of CHS T-joints subjected to brace in-plane bending at elevated temperaturesNguyen, M.P. / Fung, T.C. / Tan, K.H. et al. | 2012
- 615
-
FE modelling of bolted steel end-plate moment connections subjected to a standard fireSalem, O. / Hadjisophocleous, G. / Zalok, E. et al. | 2012
- 623
-
Experimental behaviour of reverse channel connection component under bolt tension at elevated temperaturesJafarian, M. / Wang, Y.C. et al. | 2012
- 631
-
Behaviour of steel beams connected to CFT column in fire during cooling stageElsawaf, S. / Wang, Y.C. / Mandal, P. et al. | 2012
- 639
-
Fire resistance for square tubular joints with and without chord reinforcementYang, J. / Shao, Y.B. / Cheng, C. / Chiew, S.P. / Lie, S.T. et al. | 2012
- 645
-
Behaviour of the reverse channel joint component at elevated temperatureLopes, F.C. / Santiago, A. / da Silva, L.S. / Heistermann, T. / Veljkovic, M. / da Silva, J.G.S. et al. | 2012
- 655
-
Buckling analysis of steel trusses with thin-walled RHS members using Generalised Beam Theory (GBT)Basaglia, C. / Camotim, D. et al. | 2012
- 663
-
Analytical modelling of mode jumping in the buckling of prestressed stayed columnsWadee, M.A. / Hunt, T.A. / Gardner, L. et al. | 2012
- 671
-
Nonlinear creep analysis and buckling of shallow Concrete-Filled Steel Tubular archesPi, Y.-L. / Bradford, M.A. et al. | 2012
- 679
-
Design and construction of a space truss for a heavy maintenance hangar in Barcelona AirportInsausti, A. / Ascaso, I. / Hernandez, F. / Balda, X. / Trueba, J.I. et al. | 2012
- 687
-
Design and construction of long-span post-tensioned tubular steel structuresEllen, M.E. / Gosaye, J. / Gardner, L. / Wadee, M.A. et al. | 2012
- 697
-
Effect of cross sectional configurations on the bending strength of Hollow Flange BeamsIbrahim, A. / Shaat, A. / Matloub, A. / Dessouki, A. et al. | 2012
- 705
-
First order elastoplastic GBT analysis of tubular beamsAbambres, M. / Camotim, D. / Silvestre, N. et al. | 2012
- 713
-
GBT buckling analysis of thin-walled steel tubular members with regular polygonal cross-sectionsGoncalves, R. / Patricio, T. / Camotim, D. et al. | 2012
- 721
-
Advanced analysis and design of structures composed of concrete-filled hollow sectionsChan, S.L. / Liu, Y.P. / Liu, S.W. / Chu, R. et al. | 2012
- 729
-
Strength and stability of High-Strength Steel tubular beam-columnsPournara, A.E. / Karamanos, S.A. / Ferino, J. / Lucci, A. et al. | 2012
- 739
-
Direct forming versus continuous forming, for cold-formed square hollow sectionsSun, M. / Packer, J.A. et al. | 2012
- 747
-
Avoidance of brittle fracture of cold-formed hollow sections by appropriate choice of steel materialEichler, B. / Feldmann, M. / Sedlacek, G. et al. | 2012
- 757
-
Experimental study on strength and ductility of steel tubular stub columns filled with Geopolymeric Recycled ConcreteShi, X.S. / Wang, Q.Y. / Zhao, X.L. / Collins, F. et al. | 2012
- 765
-
Rotation capacity and ductility of square hollow sections: A comparison between cold-formed and hot-finished sectionsTerada, S. / Ochi, K. / Nagaoka, T. et al. | 2012
- 773
-
Comparative study on cold-formed, hot-formed and hot-finished structural hollow sectionsChiew, S.P. / Zhao, M.S. et al. | 2012