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Cold-formed tubular members and connections [e-book] : structural behaviour and design / Xiao-Ling Zhao, Tim Wilkinson, Gregory Hancock
| Cold-formed tubular members and connections [e-book] : structural behaviour and design / Xiao-Ling Zhao, Tim Wilkinson, Gregory Hancock |
| Autore | Zhao, Xiao-Ling |
| Pubbl/distr/stampa | Oxford ; Boston : Elsevier, 2005 |
| Descrizione fisica | xiv, 239 p. : ill. ; 25 cm |
| Disciplina | 624.1772 |
| Altri autori (Persone) |
Wilkinson, Tim, 1970-author
Hancock, Gregory J.author |
| Soggetto topico |
Tubular steel structures
Steel - Cold working Steel, Structural |
| Soggetto genere / forma | Electronic books. |
| ISBN |
9780080441016
0080441017 |
| Formato | Risorse elettroniche  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNISALENTO-991003231409707536 |
Zhao, Xiao-Ling
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| Oxford ; Boston : Elsevier, 2005 | ||
| Risorse elettroniche | ||
| Lo trovi qui: Univ. del Salento | ||
| ||
Tubular structures XIV : proceedings of the 14th International Symposium on Tubular Structures, London, UK, 12-14 September 2012 / / editor, Leroy Gardner
| Tubular structures XIV : proceedings of the 14th International Symposium on Tubular Structures, London, UK, 12-14 September 2012 / / editor, Leroy Gardner |
| Pubbl/distr/stampa | Leiden, The Netherlands : , : CRC Press, , 2012 |
| Descrizione fisica | 1 online resource (798 p.) |
| Disciplina | 624.177 |
| Altri autori (Persone) | GardnerL (Leroy) |
| Soggetto topico | Tubular steel structures |
| Soggetto genere / forma | Electronic books. |
| ISBN | 0-203-07310-X |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Tubular Structures XIV; Copyright; Table of contents; Preface; Publications of previous international symposia on tubular structures; Organisation; Acknowledgements; ISTS Kurobane lecture; Hybrid hollow structural sections; CIDECT 50th anniversary session papers; Tubular steel structures in architecture; Design and erection of the London Eye and the Wembley National Stadium arch; Composite construction; Local buckling in Concrete-Filled circular Tubes (CFT); Concrete filled circular hollow sections under cyclic axial loading
An experimental study of high-strength CFST columns subjected to axial load and non-constant bending momentsStatic behavior of T-shaped concrete-filled steel tubular columns subjected to eccentric compressive loads; Time effects on the static response of concrete filled steel tubular arch bridges; Experimental study on concrete-filled cold-formed steel tubular stub columns; Concrete filled double skin circular tubular members subjected to pure bending and centric compressive loading; Design of concrete filled tubular CHS T-joints under in-plane bending Research on the shear transfer mechanism of CFT panel zoneConcrete filled double skin asymmetric tube sections subjected to pure bending; Connections; Influence of the angle in the strength of RHS K-joints in galvanized lattice girders; Over strength criteria of slotted connections with high yield strength steels; Finite element modelling of beam-to-column flush end plate connections utilising blind bolts; Shear behaviour of open beam-to-tubular column angle connections; Residual stress investigation of welded high strength steel box T-joints Branch plate-to-CHS T-connections: Finite element study and design recommendationsResponse of beam-to-tubular column angle connections subjected to combined flexure and axial loading; Capacity of CFRHS X-joints made of double-grade S420 steel; Experimental investigation of the static capacity of grade C450 RHS T and X truss joints; FEA of T & X joints in Grade C450 steel; Measurements vs. estimation of nominal and local strain in a tubular K-joint of a stinger; Lessons learned from testing of tubular steel joints after 30 year in service Structural performance of TS590 high-strength steel welded tubular joints under extreme bending loadingNumerical investigation of welding residual stresses in planar bridge trusses made of CHS steel profiles; Analysis of the load transfer in composite columns with concrete filled hollow sections - bolts as load transfer devices; Proposed corrections for EN 1993-1-8, Part "Hollow Section Joints"; Nonlinear formulation for tubular X-joints in frame analysis; Numerical and analytical investigation of geometrical imperfections on adhesive bonded cast steel - steel joints Axially loaded Elliptical Hollow Section X joints, Part I: Experiments and numerical calibration |
| Record Nr. | UNINA-9910461783203321 |
| Leiden, The Netherlands : , : CRC Press, , 2012 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Tubular structures XIV : proceedings of the 14th International Symposium on Tubular Structures, London, UK, 12-14 September 2012 / / editor, Leroy Gardner
| Tubular structures XIV : proceedings of the 14th International Symposium on Tubular Structures, London, UK, 12-14 September 2012 / / editor, Leroy Gardner |
| Pubbl/distr/stampa | Leiden, The Netherlands : , : CRC Press, , 2012 |
| Descrizione fisica | 1 online resource (798 p.) |
| Disciplina | 624.177 |
| Altri autori (Persone) | GardnerL (Leroy) |
| Soggetto topico | Tubular steel structures |
| ISBN |
0-429-21673-4
0-203-07310-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Tubular Structures XIV; Copyright; Table of contents; Preface; Publications of previous international symposia on tubular structures; Organisation; Acknowledgements; ISTS Kurobane lecture; Hybrid hollow structural sections; CIDECT 50th anniversary session papers; Tubular steel structures in architecture; Design and erection of the London Eye and the Wembley National Stadium arch; Composite construction; Local buckling in Concrete-Filled circular Tubes (CFT); Concrete filled circular hollow sections under cyclic axial loading
An experimental study of high-strength CFST columns subjected to axial load and non-constant bending momentsStatic behavior of T-shaped concrete-filled steel tubular columns subjected to eccentric compressive loads; Time effects on the static response of concrete filled steel tubular arch bridges; Experimental study on concrete-filled cold-formed steel tubular stub columns; Concrete filled double skin circular tubular members subjected to pure bending and centric compressive loading; Design of concrete filled tubular CHS T-joints under in-plane bending Research on the shear transfer mechanism of CFT panel zoneConcrete filled double skin asymmetric tube sections subjected to pure bending; Connections; Influence of the angle in the strength of RHS K-joints in galvanized lattice girders; Over strength criteria of slotted connections with high yield strength steels; Finite element modelling of beam-to-column flush end plate connections utilising blind bolts; Shear behaviour of open beam-to-tubular column angle connections; Residual stress investigation of welded high strength steel box T-joints Branch plate-to-CHS T-connections: Finite element study and design recommendationsResponse of beam-to-tubular column angle connections subjected to combined flexure and axial loading; Capacity of CFRHS X-joints made of double-grade S420 steel; Experimental investigation of the static capacity of grade C450 RHS T and X truss joints; FEA of T & X joints in Grade C450 steel; Measurements vs. estimation of nominal and local strain in a tubular K-joint of a stinger; Lessons learned from testing of tubular steel joints after 30 year in service Structural performance of TS590 high-strength steel welded tubular joints under extreme bending loadingNumerical investigation of welding residual stresses in planar bridge trusses made of CHS steel profiles; Analysis of the load transfer in composite columns with concrete filled hollow sections - bolts as load transfer devices; Proposed corrections for EN 1993-1-8, Part "Hollow Section Joints"; Nonlinear formulation for tubular X-joints in frame analysis; Numerical and analytical investigation of geometrical imperfections on adhesive bonded cast steel - steel joints Axially loaded Elliptical Hollow Section X joints, Part I: Experiments and numerical calibration |
| Record Nr. | UNINA-9910785941003321 |
| Leiden, The Netherlands : , : CRC Press, , 2012 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Tubular structures XIV : proceedings of the 14th International Symposium on Tubular Structures, London, UK, 12-14 September 2012 / / editor, Leroy Gardner
| Tubular structures XIV : proceedings of the 14th International Symposium on Tubular Structures, London, UK, 12-14 September 2012 / / editor, Leroy Gardner |
| Pubbl/distr/stampa | Leiden, The Netherlands : , : CRC Press, , 2012 |
| Descrizione fisica | 1 online resource (798 p.) |
| Disciplina | 624.177 |
| Altri autori (Persone) | GardnerL (Leroy) |
| Soggetto topico | Tubular steel structures |
| ISBN |
0-429-21673-4
0-203-07310-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Tubular Structures XIV; Copyright; Table of contents; Preface; Publications of previous international symposia on tubular structures; Organisation; Acknowledgements; ISTS Kurobane lecture; Hybrid hollow structural sections; CIDECT 50th anniversary session papers; Tubular steel structures in architecture; Design and erection of the London Eye and the Wembley National Stadium arch; Composite construction; Local buckling in Concrete-Filled circular Tubes (CFT); Concrete filled circular hollow sections under cyclic axial loading
An experimental study of high-strength CFST columns subjected to axial load and non-constant bending momentsStatic behavior of T-shaped concrete-filled steel tubular columns subjected to eccentric compressive loads; Time effects on the static response of concrete filled steel tubular arch bridges; Experimental study on concrete-filled cold-formed steel tubular stub columns; Concrete filled double skin circular tubular members subjected to pure bending and centric compressive loading; Design of concrete filled tubular CHS T-joints under in-plane bending Research on the shear transfer mechanism of CFT panel zoneConcrete filled double skin asymmetric tube sections subjected to pure bending; Connections; Influence of the angle in the strength of RHS K-joints in galvanized lattice girders; Over strength criteria of slotted connections with high yield strength steels; Finite element modelling of beam-to-column flush end plate connections utilising blind bolts; Shear behaviour of open beam-to-tubular column angle connections; Residual stress investigation of welded high strength steel box T-joints Branch plate-to-CHS T-connections: Finite element study and design recommendationsResponse of beam-to-tubular column angle connections subjected to combined flexure and axial loading; Capacity of CFRHS X-joints made of double-grade S420 steel; Experimental investigation of the static capacity of grade C450 RHS T and X truss joints; FEA of T & X joints in Grade C450 steel; Measurements vs. estimation of nominal and local strain in a tubular K-joint of a stinger; Lessons learned from testing of tubular steel joints after 30 year in service Structural performance of TS590 high-strength steel welded tubular joints under extreme bending loadingNumerical investigation of welding residual stresses in planar bridge trusses made of CHS steel profiles; Analysis of the load transfer in composite columns with concrete filled hollow sections - bolts as load transfer devices; Proposed corrections for EN 1993-1-8, Part "Hollow Section Joints"; Nonlinear formulation for tubular X-joints in frame analysis; Numerical and analytical investigation of geometrical imperfections on adhesive bonded cast steel - steel joints Axially loaded Elliptical Hollow Section X joints, Part I: Experiments and numerical calibration |
| Record Nr. | UNINA-9910808134303321 |
| Leiden, The Netherlands : , : CRC Press, , 2012 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
