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Advanced analysis and design of steel frames [[electronic resource] /] / Guo-Qiang Li, Jin-Jun Li
| Advanced analysis and design of steel frames [[electronic resource] /] / Guo-Qiang Li, Jin-Jun Li |
| Autore | Li G. Q |
| Pubbl/distr/stampa | Chichester, : John Wiley, c2007 |
| Descrizione fisica | 1 online resource (386 p.) |
| Disciplina | 624.1773 |
| Altri autori (Persone) | LiJin-Jun <1973-> |
| Soggetto topico |
Steel, Structural
Structural analysis (Engineering) Structural frames |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-280-90084-9
9786610900848 0-470-31994-1 0-470-31993-3 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Advanced Analysis and Design of Steel Frames; Contents; Preface; Symbols; Part One Advanced Analysis of Steel Frames; Chapter 1 Introduction; 1.1 Type of Steel Frames; 1.2 Type of Components for Steel Frames; 1.3 Type of Beam-Column Connections; 1.4 Deformation of Joint Panel; 1.5 Analysis Tasks and Method for Steel Frame Design; 1.6 Definition of Elements in Steel Frames; Chapter 2 Elastic Stiffness Equation of Prismatic Beam Element; 2.1 General Form of Equation; 2.1.1 Beam Element in Tension; 2.1.2 Beam Element in Compression; 2.1.3 Series Expansion of Stiffness Equations
2.1.4 Beam Element with Initial Geometric Imperfection2.2 Special Forms of Elemental Equations; 2.2.1 Neglecting Effect of Shear Deformation; 2.2.2 Neglecting Effect of Axial Force; 2.2.3 Neglecting Effects of Shear Deformation and Axial Force; 2.3 Examples; 2.3.1 Bent Frame; 2.3.2 Simply Supported Beam; Chapter 3 Elastic Stiffness Equation of Tapered Beam Element; 3.1 Tapered Beam Element; 3.1.1 Differential Equilibrium Equation; 3.1.2 Stiffness Equation; 3.2 Numerical Verification; 3.2.1 Symmetry of Stiffness Matrix; 3.2.2 Static Deflection; 3.2.3 Elastic Critical Load 3.2.4 Frequency of Free Vibration3.2.5 Effect of Term Number Truncated in Polynomial Series; 3.2.6 Steel Portal Frame; 3.3 Appendix; 3.3.1 Chebyshev Polynomial Approach (Rice, 1992); 3.3.2 Expression of Elements in Equation (3.23); Chapter 4 Elastic Stiffness Equation of Composite Beam Element; 4.1 Characteristics and Classification of Composite Beam; 4.2 Effects of Composite Action on Elastic Stiffness of Composite Beam; 4.2.1 Beam without Composite Action; 4.2.2 Beam with Full Composite Action; 4.2.3 Beam with Partial Composite Action 4.3 Elastic Stiffness Equation of Steel-Concrete Composite Beam Element4.3.1 Basic Assumptions; 4.3.2 Differential Equilibrium Equation of Partially Composite Beam; 4.3.3 Stiffness Equation of Composite Beam Element; 4.3.4 Equivalent Nodal Load Vector; 4.4 Example; 4.5 Problems in Present Work; Chapter 5 Sectional Yielding and Hysteretic Model of Steel Beam Columns; 5.1 Yielding of Beam Section Subjected to Uniaxial Bending; 5.2 Yielding of Column Section Subjected to Uniaxial Bending; 5.3 Yielding of Column Section Subjected to Biaxial Bending; 5.3.1 Equation of Initial Yielding Surface 5.3.2 Equation of Ultimate Yielding Surface5.3.3 Approximate Expression of Ultimate Yielding Surface; 5.3.4 Effects of Torsion Moment; 5.4 Hysteretic Model; 5.4.1 Cyclic Loading and Hysteretic Behaviour; 5.4.2 Hysteretic Model of Beam Section; 5.4.3 Hysteretic Model of Column Section Subjected to Uniaxial Bending; 5.4.4 Hysteretic Model of Column Section Subjected to Biaxial Bending; 5.5 Determination of Loading and Deformation States of Beam-Column Sections; Chapter 6 Hysteretic Behaviour of Composite Beams; 6.1 Hysteretic Model of Steel and Concrete Material Under Cyclic Loading 6.1.1 Hysteretic Model of Steel Stress-Strain Relationship |
| Record Nr. | UNINA-9910143589803321 |
Li G. Q
|
||
| Chichester, : John Wiley, c2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Advanced analysis and design of steel frames [[electronic resource] /] / Guo-Qiang Li, Jin-Jun Li
| Advanced analysis and design of steel frames [[electronic resource] /] / Guo-Qiang Li, Jin-Jun Li |
| Autore | Li G. Q |
| Pubbl/distr/stampa | Chichester, : John Wiley, c2007 |
| Descrizione fisica | 1 online resource (386 p.) |
| Disciplina | 624.1773 |
| Altri autori (Persone) | LiJin-Jun <1973-> |
| Soggetto topico |
Steel, Structural
Structural analysis (Engineering) Structural frames |
| ISBN |
1-280-90084-9
9786610900848 0-470-31994-1 0-470-31993-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Advanced Analysis and Design of Steel Frames; Contents; Preface; Symbols; Part One Advanced Analysis of Steel Frames; Chapter 1 Introduction; 1.1 Type of Steel Frames; 1.2 Type of Components for Steel Frames; 1.3 Type of Beam-Column Connections; 1.4 Deformation of Joint Panel; 1.5 Analysis Tasks and Method for Steel Frame Design; 1.6 Definition of Elements in Steel Frames; Chapter 2 Elastic Stiffness Equation of Prismatic Beam Element; 2.1 General Form of Equation; 2.1.1 Beam Element in Tension; 2.1.2 Beam Element in Compression; 2.1.3 Series Expansion of Stiffness Equations
2.1.4 Beam Element with Initial Geometric Imperfection2.2 Special Forms of Elemental Equations; 2.2.1 Neglecting Effect of Shear Deformation; 2.2.2 Neglecting Effect of Axial Force; 2.2.3 Neglecting Effects of Shear Deformation and Axial Force; 2.3 Examples; 2.3.1 Bent Frame; 2.3.2 Simply Supported Beam; Chapter 3 Elastic Stiffness Equation of Tapered Beam Element; 3.1 Tapered Beam Element; 3.1.1 Differential Equilibrium Equation; 3.1.2 Stiffness Equation; 3.2 Numerical Verification; 3.2.1 Symmetry of Stiffness Matrix; 3.2.2 Static Deflection; 3.2.3 Elastic Critical Load 3.2.4 Frequency of Free Vibration3.2.5 Effect of Term Number Truncated in Polynomial Series; 3.2.6 Steel Portal Frame; 3.3 Appendix; 3.3.1 Chebyshev Polynomial Approach (Rice, 1992); 3.3.2 Expression of Elements in Equation (3.23); Chapter 4 Elastic Stiffness Equation of Composite Beam Element; 4.1 Characteristics and Classification of Composite Beam; 4.2 Effects of Composite Action on Elastic Stiffness of Composite Beam; 4.2.1 Beam without Composite Action; 4.2.2 Beam with Full Composite Action; 4.2.3 Beam with Partial Composite Action 4.3 Elastic Stiffness Equation of Steel-Concrete Composite Beam Element4.3.1 Basic Assumptions; 4.3.2 Differential Equilibrium Equation of Partially Composite Beam; 4.3.3 Stiffness Equation of Composite Beam Element; 4.3.4 Equivalent Nodal Load Vector; 4.4 Example; 4.5 Problems in Present Work; Chapter 5 Sectional Yielding and Hysteretic Model of Steel Beam Columns; 5.1 Yielding of Beam Section Subjected to Uniaxial Bending; 5.2 Yielding of Column Section Subjected to Uniaxial Bending; 5.3 Yielding of Column Section Subjected to Biaxial Bending; 5.3.1 Equation of Initial Yielding Surface 5.3.2 Equation of Ultimate Yielding Surface5.3.3 Approximate Expression of Ultimate Yielding Surface; 5.3.4 Effects of Torsion Moment; 5.4 Hysteretic Model; 5.4.1 Cyclic Loading and Hysteretic Behaviour; 5.4.2 Hysteretic Model of Beam Section; 5.4.3 Hysteretic Model of Column Section Subjected to Uniaxial Bending; 5.4.4 Hysteretic Model of Column Section Subjected to Biaxial Bending; 5.5 Determination of Loading and Deformation States of Beam-Column Sections; Chapter 6 Hysteretic Behaviour of Composite Beams; 6.1 Hysteretic Model of Steel and Concrete Material Under Cyclic Loading 6.1.1 Hysteretic Model of Steel Stress-Strain Relationship |
| Record Nr. | UNINA-9910830718703321 |
|
Li G. Q
|
||
| Chichester, : John Wiley, c2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Advanced analysis and design of steel frames [[electronic resource] /] / Guo-Qiang Li, Jin-Jun Li
| Advanced analysis and design of steel frames [[electronic resource] /] / Guo-Qiang Li, Jin-Jun Li |
| Autore | Li G. Q |
| Pubbl/distr/stampa | Chichester, : John Wiley, c2007 |
| Descrizione fisica | 1 online resource (386 p.) |
| Disciplina | 624.1773 |
| Altri autori (Persone) | LiJin-Jun <1973-> |
| Soggetto topico |
Steel, Structural
Structural analysis (Engineering) Structural frames |
| ISBN |
1-280-90084-9
9786610900848 0-470-31994-1 0-470-31993-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Advanced Analysis and Design of Steel Frames; Contents; Preface; Symbols; Part One Advanced Analysis of Steel Frames; Chapter 1 Introduction; 1.1 Type of Steel Frames; 1.2 Type of Components for Steel Frames; 1.3 Type of Beam-Column Connections; 1.4 Deformation of Joint Panel; 1.5 Analysis Tasks and Method for Steel Frame Design; 1.6 Definition of Elements in Steel Frames; Chapter 2 Elastic Stiffness Equation of Prismatic Beam Element; 2.1 General Form of Equation; 2.1.1 Beam Element in Tension; 2.1.2 Beam Element in Compression; 2.1.3 Series Expansion of Stiffness Equations
2.1.4 Beam Element with Initial Geometric Imperfection2.2 Special Forms of Elemental Equations; 2.2.1 Neglecting Effect of Shear Deformation; 2.2.2 Neglecting Effect of Axial Force; 2.2.3 Neglecting Effects of Shear Deformation and Axial Force; 2.3 Examples; 2.3.1 Bent Frame; 2.3.2 Simply Supported Beam; Chapter 3 Elastic Stiffness Equation of Tapered Beam Element; 3.1 Tapered Beam Element; 3.1.1 Differential Equilibrium Equation; 3.1.2 Stiffness Equation; 3.2 Numerical Verification; 3.2.1 Symmetry of Stiffness Matrix; 3.2.2 Static Deflection; 3.2.3 Elastic Critical Load 3.2.4 Frequency of Free Vibration3.2.5 Effect of Term Number Truncated in Polynomial Series; 3.2.6 Steel Portal Frame; 3.3 Appendix; 3.3.1 Chebyshev Polynomial Approach (Rice, 1992); 3.3.2 Expression of Elements in Equation (3.23); Chapter 4 Elastic Stiffness Equation of Composite Beam Element; 4.1 Characteristics and Classification of Composite Beam; 4.2 Effects of Composite Action on Elastic Stiffness of Composite Beam; 4.2.1 Beam without Composite Action; 4.2.2 Beam with Full Composite Action; 4.2.3 Beam with Partial Composite Action 4.3 Elastic Stiffness Equation of Steel-Concrete Composite Beam Element4.3.1 Basic Assumptions; 4.3.2 Differential Equilibrium Equation of Partially Composite Beam; 4.3.3 Stiffness Equation of Composite Beam Element; 4.3.4 Equivalent Nodal Load Vector; 4.4 Example; 4.5 Problems in Present Work; Chapter 5 Sectional Yielding and Hysteretic Model of Steel Beam Columns; 5.1 Yielding of Beam Section Subjected to Uniaxial Bending; 5.2 Yielding of Column Section Subjected to Uniaxial Bending; 5.3 Yielding of Column Section Subjected to Biaxial Bending; 5.3.1 Equation of Initial Yielding Surface 5.3.2 Equation of Ultimate Yielding Surface5.3.3 Approximate Expression of Ultimate Yielding Surface; 5.3.4 Effects of Torsion Moment; 5.4 Hysteretic Model; 5.4.1 Cyclic Loading and Hysteretic Behaviour; 5.4.2 Hysteretic Model of Beam Section; 5.4.3 Hysteretic Model of Column Section Subjected to Uniaxial Bending; 5.4.4 Hysteretic Model of Column Section Subjected to Biaxial Bending; 5.5 Determination of Loading and Deformation States of Beam-Column Sections; Chapter 6 Hysteretic Behaviour of Composite Beams; 6.1 Hysteretic Model of Steel and Concrete Material Under Cyclic Loading 6.1.1 Hysteretic Model of Steel Stress-Strain Relationship |
| Record Nr. | UNINA-9910841165103321 |
|
Li G. Q
|
||
| Chichester, : John Wiley, c2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Advanced analysis and design of steel frames / Guo-Qiang Li, Jin-Jun Li
| Advanced analysis and design of steel frames / Guo-Qiang Li, Jin-Jun Li |
| Autore | Li, Guo-Qiang |
| Pubbl/distr/stampa | Chichester : John Wiley and Sons, c2007 |
| Descrizione fisica | xv, 368 p. : ill ; 25 cm |
| Disciplina | 624.1773 |
| Altri autori (Persone) | Li, Jin-Jun, 1973-author |
| Soggetto topico |
Steel, Structural
Structural frames Structural analysis (Engineering) |
| ISBN | 9780470030615 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNISALENTO-991000433819707536 |
|
Li, Guo-Qiang
|
||
| Chichester : John Wiley and Sons, c2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. del Salento | ||
| ||
Advances in steel structures [[electronic resource] ] : proceedings of the fourth International Conference on Advances in Steel Structures, 13-15 June 2005, Shanghai, China . Volume 1 / / edited by Z.Y. Shen and G.Q. Li, S.L. Chan
| Advances in steel structures [[electronic resource] ] : proceedings of the fourth International Conference on Advances in Steel Structures, 13-15 June 2005, Shanghai, China . Volume 1 / / edited by Z.Y. Shen and G.Q. Li, S.L. Chan |
| Pubbl/distr/stampa | Amsterdam ; ; Boston, : Elsevier, c2005 |
| Descrizione fisica | 1 online resource (963 p.) |
| Disciplina | 624.1821 |
| Altri autori (Persone) |
ShenZ. Y
LiG. Q ChanS. L |
| Soggetto topico |
Building, Iron and steel
Structural design Steel, Structural |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-281-07258-3
9786611072582 0-08-052632-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; ADVANCES IN STEEL STRUCTURES; Copyright Page; CONTENTS; Preface; International Advisory Committee; Local Advisory Committee; Local Organizing Committee; Part 1: Fire Resistance; Chapter 1. Recent Improvements on Numerical Methods in Structural Fire Safety; Chapter 2. Investigation of Membrane Action in Model Scale Slabs Subject to High Temperatures; Chapter 3. Design Charts for Concrete Insulation of Structural Steel in Fire; Chapter 4. Alternative Approach for Lateral Torsional Buckling of Unrestrained Beams in Fire
Chapter 5. Feasibility of Utilising Catenary Action to Eliminate Fire Protection to Steel BeamsChapter 6. Direct Analysis of Steel and Composite Structures Considering the Effects of Fire; Chapter 7. Strength of Steel/Concrete Composite Beam in Fire; Chapter 8. A Numerical Study of Rotational Capacity of Steel Beams in Fire; Chapter 9. Modelling of The Collapse of Large Multi-Storey Steel Frame Structures in Fire; Chapter 10. Equivalence Analysis of Thermal and Mechanical Effects on Steel Members under Fire Conditions; Chapter 11. Behavior of Steel-Composite Beams Subjected to Fire Chapter 12. Experimental Behaviour of Steel Beam to Concrete-Filled Steel Tubular (CFST) Column Connections After Exposure to FireChapter 13. Calculations on The Fire Resistance of Steel Reinforced Concrete (SRC) Columns; Chapter 14. 3-D Finite Element Simulation of The Response of Steel Frames Subjected to Fire; Chapter 15. Use of Sub-Structuring in Modelling of Composite Building Response to Compartment Fires; Chapter 16. Finite Element Analysis on Temperature Field of Long-Span Steel Structure under Fire Conditions; Chapter 17. High-Temperature Experiments on Joint Component Behaviour Chapter 18. Fire Resistance of Concrete-Filled Double Skin Steel Tubular ColumnsChapter 19. Finite Element Analysis of Concrete Filled Steel Columns in Fire; Chapter 20. The Design of Fire-Resistant Protection Systems for Structural Steel Members; Chapter 21. An Experimental Study of Fire Behaviour of a Panel Made of Cold-Formed Thin-Walled Perforated Steel Channels in Compression; Chapter 22. Experimental Research on The Mechanical Properties of Steel After High Temperature; Chapter 23. The Effect of Connections on Fire Resistance of Axially Restrained Beams Chapter 24. Fire Analysis Accounting for Cooling EffectsPart 2: Fatigue and Fracture; Chapter 25. Two Studies on the Actual Behaviour and Limit States of Steel Structures; Chapter 26. The Ultimate Behaviour of Cracked Square Hollow Section T-Joints; Chapter 27. Current Developments of Support Structures for Wind Turbines in Offshore Environment; Chapter 28. Considerations of NDT Quality in Fracture-Critical Inspections for Steel Bridges; Chapter 29. Assessment of Fatigue Reliability of Steel Crane Structures in Service Based on Damage Cumulative Model Chapter 30. Stress Concentration Factor (SCF) Test Results of Large-Scale Tubular K-Joints |
| Record Nr. | UNINA-9910457964503321 |
| Amsterdam ; ; Boston, : Elsevier, c2005 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Advances in steel structures [[electronic resource] ] : proceedings of the fourth International Conference on Advances in Steel Structures, 13-15 June 2005, Shanghai, China . Volume 1 / / edited by Z.Y. Shen and G.Q. Li, S.L. Chan
| Advances in steel structures [[electronic resource] ] : proceedings of the fourth International Conference on Advances in Steel Structures, 13-15 June 2005, Shanghai, China . Volume 1 / / edited by Z.Y. Shen and G.Q. Li, S.L. Chan |
| Pubbl/distr/stampa | Amsterdam ; ; Boston, : Elsevier, c2005 |
| Descrizione fisica | 1 online resource (963 p.) |
| Disciplina | 624.1821 |
| Altri autori (Persone) |
ShenZ. Y
LiG. Q ChanS. L |
| Soggetto topico |
Building, Iron and steel
Structural design Steel, Structural |
| ISBN |
1-281-07258-3
9786611072582 0-08-052632-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; ADVANCES IN STEEL STRUCTURES; Copyright Page; CONTENTS; Preface; International Advisory Committee; Local Advisory Committee; Local Organizing Committee; Part 1: Fire Resistance; Chapter 1. Recent Improvements on Numerical Methods in Structural Fire Safety; Chapter 2. Investigation of Membrane Action in Model Scale Slabs Subject to High Temperatures; Chapter 3. Design Charts for Concrete Insulation of Structural Steel in Fire; Chapter 4. Alternative Approach for Lateral Torsional Buckling of Unrestrained Beams in Fire
Chapter 5. Feasibility of Utilising Catenary Action to Eliminate Fire Protection to Steel BeamsChapter 6. Direct Analysis of Steel and Composite Structures Considering the Effects of Fire; Chapter 7. Strength of Steel/Concrete Composite Beam in Fire; Chapter 8. A Numerical Study of Rotational Capacity of Steel Beams in Fire; Chapter 9. Modelling of The Collapse of Large Multi-Storey Steel Frame Structures in Fire; Chapter 10. Equivalence Analysis of Thermal and Mechanical Effects on Steel Members under Fire Conditions; Chapter 11. Behavior of Steel-Composite Beams Subjected to Fire Chapter 12. Experimental Behaviour of Steel Beam to Concrete-Filled Steel Tubular (CFST) Column Connections After Exposure to FireChapter 13. Calculations on The Fire Resistance of Steel Reinforced Concrete (SRC) Columns; Chapter 14. 3-D Finite Element Simulation of The Response of Steel Frames Subjected to Fire; Chapter 15. Use of Sub-Structuring in Modelling of Composite Building Response to Compartment Fires; Chapter 16. Finite Element Analysis on Temperature Field of Long-Span Steel Structure under Fire Conditions; Chapter 17. High-Temperature Experiments on Joint Component Behaviour Chapter 18. Fire Resistance of Concrete-Filled Double Skin Steel Tubular ColumnsChapter 19. Finite Element Analysis of Concrete Filled Steel Columns in Fire; Chapter 20. The Design of Fire-Resistant Protection Systems for Structural Steel Members; Chapter 21. An Experimental Study of Fire Behaviour of a Panel Made of Cold-Formed Thin-Walled Perforated Steel Channels in Compression; Chapter 22. Experimental Research on The Mechanical Properties of Steel After High Temperature; Chapter 23. The Effect of Connections on Fire Resistance of Axially Restrained Beams Chapter 24. Fire Analysis Accounting for Cooling EffectsPart 2: Fatigue and Fracture; Chapter 25. Two Studies on the Actual Behaviour and Limit States of Steel Structures; Chapter 26. The Ultimate Behaviour of Cracked Square Hollow Section T-Joints; Chapter 27. Current Developments of Support Structures for Wind Turbines in Offshore Environment; Chapter 28. Considerations of NDT Quality in Fracture-Critical Inspections for Steel Bridges; Chapter 29. Assessment of Fatigue Reliability of Steel Crane Structures in Service Based on Damage Cumulative Model Chapter 30. Stress Concentration Factor (SCF) Test Results of Large-Scale Tubular K-Joints |
| Record Nr. | UNINA-9910784638203321 |
| Amsterdam ; ; Boston, : Elsevier, c2005 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Advances in steel structures [[electronic resource] ] : proceedings of the fourth International Conference on Advances in Steel Structures, 13-15 June 2005, Shanghai, China . Volume 1 / / edited by Z.Y. Shen and G.Q. Li, S.L. Chan
| Advances in steel structures [[electronic resource] ] : proceedings of the fourth International Conference on Advances in Steel Structures, 13-15 June 2005, Shanghai, China . Volume 1 / / edited by Z.Y. Shen and G.Q. Li, S.L. Chan |
| Pubbl/distr/stampa | Amsterdam ; ; Boston, : Elsevier, c2005 |
| Descrizione fisica | 1 online resource (963 p.) |
| Disciplina | 624.1821 |
| Altri autori (Persone) |
ShenZ. Y
LiG. Q ChanS. L |
| Soggetto topico |
Building, Iron and steel
Structural design Steel, Structural |
| ISBN |
1-281-07258-3
9786611072582 0-08-052632-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; ADVANCES IN STEEL STRUCTURES; Copyright Page; CONTENTS; Preface; International Advisory Committee; Local Advisory Committee; Local Organizing Committee; Part 1: Fire Resistance; Chapter 1. Recent Improvements on Numerical Methods in Structural Fire Safety; Chapter 2. Investigation of Membrane Action in Model Scale Slabs Subject to High Temperatures; Chapter 3. Design Charts for Concrete Insulation of Structural Steel in Fire; Chapter 4. Alternative Approach for Lateral Torsional Buckling of Unrestrained Beams in Fire
Chapter 5. Feasibility of Utilising Catenary Action to Eliminate Fire Protection to Steel BeamsChapter 6. Direct Analysis of Steel and Composite Structures Considering the Effects of Fire; Chapter 7. Strength of Steel/Concrete Composite Beam in Fire; Chapter 8. A Numerical Study of Rotational Capacity of Steel Beams in Fire; Chapter 9. Modelling of The Collapse of Large Multi-Storey Steel Frame Structures in Fire; Chapter 10. Equivalence Analysis of Thermal and Mechanical Effects on Steel Members under Fire Conditions; Chapter 11. Behavior of Steel-Composite Beams Subjected to Fire Chapter 12. Experimental Behaviour of Steel Beam to Concrete-Filled Steel Tubular (CFST) Column Connections After Exposure to FireChapter 13. Calculations on The Fire Resistance of Steel Reinforced Concrete (SRC) Columns; Chapter 14. 3-D Finite Element Simulation of The Response of Steel Frames Subjected to Fire; Chapter 15. Use of Sub-Structuring in Modelling of Composite Building Response to Compartment Fires; Chapter 16. Finite Element Analysis on Temperature Field of Long-Span Steel Structure under Fire Conditions; Chapter 17. High-Temperature Experiments on Joint Component Behaviour Chapter 18. Fire Resistance of Concrete-Filled Double Skin Steel Tubular ColumnsChapter 19. Finite Element Analysis of Concrete Filled Steel Columns in Fire; Chapter 20. The Design of Fire-Resistant Protection Systems for Structural Steel Members; Chapter 21. An Experimental Study of Fire Behaviour of a Panel Made of Cold-Formed Thin-Walled Perforated Steel Channels in Compression; Chapter 22. Experimental Research on The Mechanical Properties of Steel After High Temperature; Chapter 23. The Effect of Connections on Fire Resistance of Axially Restrained Beams Chapter 24. Fire Analysis Accounting for Cooling EffectsPart 2: Fatigue and Fracture; Chapter 25. Two Studies on the Actual Behaviour and Limit States of Steel Structures; Chapter 26. The Ultimate Behaviour of Cracked Square Hollow Section T-Joints; Chapter 27. Current Developments of Support Structures for Wind Turbines in Offshore Environment; Chapter 28. Considerations of NDT Quality in Fracture-Critical Inspections for Steel Bridges; Chapter 29. Assessment of Fatigue Reliability of Steel Crane Structures in Service Based on Damage Cumulative Model Chapter 30. Stress Concentration Factor (SCF) Test Results of Large-Scale Tubular K-Joints |
| Record Nr. | UNINA-9910815555803321 |
| Amsterdam ; ; Boston, : Elsevier, c2005 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Advances in steel structures [[electronic resource] ] : proceedings of the Third International Conference on Advances in Steel Structures, 9-11 December 2002, Hong Kong, China . Volume 2 / / edited by S.L. Chan, J.G. Teng and K.F. Chung ; organized by Research Centre for Advanced Technology in Structural Engineering, Department of Civil and Structural Engineering, the Hong Kong Polytechnic University ; sponsored by the Hong Kong Institution of Engineers, the Hong Kong Institution of Steel Construction
| Advances in steel structures [[electronic resource] ] : proceedings of the Third International Conference on Advances in Steel Structures, 9-11 December 2002, Hong Kong, China . Volume 2 / / edited by S.L. Chan, J.G. Teng and K.F. Chung ; organized by Research Centre for Advanced Technology in Structural Engineering, Department of Civil and Structural Engineering, the Hong Kong Polytechnic University ; sponsored by the Hong Kong Institution of Engineers, the Hong Kong Institution of Steel Construction |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Amsterdam ; ; Boston, : Elsevier, 2002 |
| Descrizione fisica | 1 online resource (633 p.) |
| Disciplina | 624.1/821 |
| Altri autori (Persone) |
ChanS. L
TengJ. G ChungK. F |
| Soggetto topico |
Building, Iron and steel
Structural design Steel, Structural |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-281-07228-1
9786611072285 0-08-052681-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; ADVANCES IN STEEL STRUCTURES; Copyright Page; CONTENTS; Preface; International Scientific Committee; Conference Advisory Committee; Conference Organizing Committee; Part I: Plates; Chapter 1. Numerical Modelling of Stainless Steel Plates; Chapter 2. Local Buckling of Biaxially Compressed Steel Plates in Double Skin Composite Panels; Chapter 3. Ductility of High Performance Steel Rectangular Plates Under Uniaxial Compression; Chapter 4. Shear-Carrying Capacity of Steel Plate Shear Wall with Cross Stiffeners; Chapter 5. Elastic Critical Moments of I Sections with Very Slender Webs
Part II: ShellsChapter 6. An Efficient Strategy for the Evaluation of the Reliability of 3D Shells in Case of Non Linear Buckling; Chapter 7. Case Study of a Medium-Length Silo Under Wind Loading; Chapter 8. Buckling of Thin Pressurized Cylindrical Shells Under Bending Load; Chapter 9. Stability of Thin-Walled Cylindrical Shells Subjected to Lateral Patch Loads; Chapter 10. Buckling of Circular Steel Silos Subject to Eccentric Discharge Pressures-Part I; Chapter 11. Buckling of Circular Steel Silos Subject to Eccentric Discharge Pressures-Part II; Chapter 12. Aspects of Corrugated Silos Chapter 13. Buckling Experiments on Transition Rings in Elevated Steel SilosChapter 14. Buckling Strength of Cylinders with a Consistent Residual Stress; Chapter 15. Buckling Behaviour of Extensively-Welded Steel Cylinders Under Axial Compression; Chapter 16. Experiment on a Model Steel Base Shell of the Comshell Roof System; Chapter 17. Effect of Cracks on Vibration, Buckling and Parametric Instability of Cylindrical Shells; Chapter 18. An Experimental Study for Seismic Reinforcement Method on Existing Cylindrical Steel Piers by Welded Rectangular Steel Plates; Part III: Bridges Chapter 19. Metal Forms Replace Reinforcement in Bridge Deck SlabsChapter 20. Analysis of the Camber at Prestressing of a New Kind of Composite Railway Bridge Deck; Chapter 21. Evaluation of Typhoon Induced Fatigue Damage Using Health Monitoring Data; Chapter 22. Fatigue Stress Analysis of Suspension Bridges Using FEM; Chapter 23. Curved Steel Box-Girder Bridges at Construction Phase; Chapter 24. Numerical Study of Characteristic Behavior of Steel Plate Girder Bridges; Chapter 25. Nonlinear Seismic Response Analysis of a Deck-Type Steel Arch Bridge Chapter 26. The Unit Load Method - Some Recent ApplicationsChapter 27. Global Analysis of Steel and Composite Highway Bridges - Development of Improved Spatial Beam Models; Part IV: Dynamics; Chapter 28. Field Comparative Tests of Cable Vibration Control Using Magnetorheological (MR) Dampers in Single- and Twin-Damper Setups; Chapter 29. Evaluation of Ride Comfort of Road Vehicles Running on a Cable-Stayed Bridge Under Crosswind; Chapter 30. Comparison of Buffeting Response of a Suspension Bridge Between Analysis and Aeroelastic Test; Chapter 31. Dynamic Response of the Cable to Moving Mass Chapter 32. Traffic-Induced Microvibration Mitigation of High Tech Equipment Inside a Building Using Passive/Active Platform |
| Record Nr. | UNINA-9910458224203321 |
| Amsterdam ; ; Boston, : Elsevier, 2002 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Advances in steel structures [[electronic resource] ] : proceedings of the Third International Conference on Advances in Steel Structures, 9-11 December 2002, Hong Kong, China . Volume 2 / / edited by S.L. Chan, J.G. Teng and K.F. Chung ; organized by Research Centre for Advanced Technology in Structural Engineering, Department of Civil and Structural Engineering, the Hong Kong Polytechnic University ; sponsored by the Hong Kong Institution of Engineers, the Hong Kong Institution of Steel Construction
| Advances in steel structures [[electronic resource] ] : proceedings of the Third International Conference on Advances in Steel Structures, 9-11 December 2002, Hong Kong, China . Volume 2 / / edited by S.L. Chan, J.G. Teng and K.F. Chung ; organized by Research Centre for Advanced Technology in Structural Engineering, Department of Civil and Structural Engineering, the Hong Kong Polytechnic University ; sponsored by the Hong Kong Institution of Engineers, the Hong Kong Institution of Steel Construction |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Amsterdam ; ; Boston, : Elsevier, 2002 |
| Descrizione fisica | 1 online resource (633 p.) |
| Disciplina | 624.1/821 |
| Altri autori (Persone) |
ChanS. L
TengJ. G ChungK. F |
| Soggetto topico |
Building, Iron and steel
Structural design Steel, Structural |
| ISBN |
1-281-07228-1
9786611072285 0-08-052681-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; ADVANCES IN STEEL STRUCTURES; Copyright Page; CONTENTS; Preface; International Scientific Committee; Conference Advisory Committee; Conference Organizing Committee; Part I: Plates; Chapter 1. Numerical Modelling of Stainless Steel Plates; Chapter 2. Local Buckling of Biaxially Compressed Steel Plates in Double Skin Composite Panels; Chapter 3. Ductility of High Performance Steel Rectangular Plates Under Uniaxial Compression; Chapter 4. Shear-Carrying Capacity of Steel Plate Shear Wall with Cross Stiffeners; Chapter 5. Elastic Critical Moments of I Sections with Very Slender Webs
Part II: ShellsChapter 6. An Efficient Strategy for the Evaluation of the Reliability of 3D Shells in Case of Non Linear Buckling; Chapter 7. Case Study of a Medium-Length Silo Under Wind Loading; Chapter 8. Buckling of Thin Pressurized Cylindrical Shells Under Bending Load; Chapter 9. Stability of Thin-Walled Cylindrical Shells Subjected to Lateral Patch Loads; Chapter 10. Buckling of Circular Steel Silos Subject to Eccentric Discharge Pressures-Part I; Chapter 11. Buckling of Circular Steel Silos Subject to Eccentric Discharge Pressures-Part II; Chapter 12. Aspects of Corrugated Silos Chapter 13. Buckling Experiments on Transition Rings in Elevated Steel SilosChapter 14. Buckling Strength of Cylinders with a Consistent Residual Stress; Chapter 15. Buckling Behaviour of Extensively-Welded Steel Cylinders Under Axial Compression; Chapter 16. Experiment on a Model Steel Base Shell of the Comshell Roof System; Chapter 17. Effect of Cracks on Vibration, Buckling and Parametric Instability of Cylindrical Shells; Chapter 18. An Experimental Study for Seismic Reinforcement Method on Existing Cylindrical Steel Piers by Welded Rectangular Steel Plates; Part III: Bridges Chapter 19. Metal Forms Replace Reinforcement in Bridge Deck SlabsChapter 20. Analysis of the Camber at Prestressing of a New Kind of Composite Railway Bridge Deck; Chapter 21. Evaluation of Typhoon Induced Fatigue Damage Using Health Monitoring Data; Chapter 22. Fatigue Stress Analysis of Suspension Bridges Using FEM; Chapter 23. Curved Steel Box-Girder Bridges at Construction Phase; Chapter 24. Numerical Study of Characteristic Behavior of Steel Plate Girder Bridges; Chapter 25. Nonlinear Seismic Response Analysis of a Deck-Type Steel Arch Bridge Chapter 26. The Unit Load Method - Some Recent ApplicationsChapter 27. Global Analysis of Steel and Composite Highway Bridges - Development of Improved Spatial Beam Models; Part IV: Dynamics; Chapter 28. Field Comparative Tests of Cable Vibration Control Using Magnetorheological (MR) Dampers in Single- and Twin-Damper Setups; Chapter 29. Evaluation of Ride Comfort of Road Vehicles Running on a Cable-Stayed Bridge Under Crosswind; Chapter 30. Comparison of Buffeting Response of a Suspension Bridge Between Analysis and Aeroelastic Test; Chapter 31. Dynamic Response of the Cable to Moving Mass Chapter 32. Traffic-Induced Microvibration Mitigation of High Tech Equipment Inside a Building Using Passive/Active Platform |
| Record Nr. | UNINA-9910784527203321 |
| Amsterdam ; ; Boston, : Elsevier, 2002 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Advances in steel structures [[electronic resource] ] : proceedings of the Third International Conference on Advances in Steel Structures, 9-11 December 2002, Hong Kong, China . Volume 2 / / edited by S.L. Chan, J.G. Teng and K.F. Chung ; organized by Research Centre for Advanced Technology in Structural Engineering, Department of Civil and Structural Engineering, the Hong Kong Polytechnic University ; sponsored by the Hong Kong Institution of Engineers, the Hong Kong Institution of Steel Construction
| Advances in steel structures [[electronic resource] ] : proceedings of the Third International Conference on Advances in Steel Structures, 9-11 December 2002, Hong Kong, China . Volume 2 / / edited by S.L. Chan, J.G. Teng and K.F. Chung ; organized by Research Centre for Advanced Technology in Structural Engineering, Department of Civil and Structural Engineering, the Hong Kong Polytechnic University ; sponsored by the Hong Kong Institution of Engineers, the Hong Kong Institution of Steel Construction |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Amsterdam ; ; Boston, : Elsevier, 2002 |
| Descrizione fisica | 1 online resource (633 p.) |
| Disciplina | 624.1/821 |
| Altri autori (Persone) |
ChanS. L
TengJ. G ChungK. F |
| Soggetto topico |
Building, Iron and steel
Structural design Steel, Structural |
| ISBN |
1-281-07228-1
9786611072285 0-08-052681-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; ADVANCES IN STEEL STRUCTURES; Copyright Page; CONTENTS; Preface; International Scientific Committee; Conference Advisory Committee; Conference Organizing Committee; Part I: Plates; Chapter 1. Numerical Modelling of Stainless Steel Plates; Chapter 2. Local Buckling of Biaxially Compressed Steel Plates in Double Skin Composite Panels; Chapter 3. Ductility of High Performance Steel Rectangular Plates Under Uniaxial Compression; Chapter 4. Shear-Carrying Capacity of Steel Plate Shear Wall with Cross Stiffeners; Chapter 5. Elastic Critical Moments of I Sections with Very Slender Webs
Part II: ShellsChapter 6. An Efficient Strategy for the Evaluation of the Reliability of 3D Shells in Case of Non Linear Buckling; Chapter 7. Case Study of a Medium-Length Silo Under Wind Loading; Chapter 8. Buckling of Thin Pressurized Cylindrical Shells Under Bending Load; Chapter 9. Stability of Thin-Walled Cylindrical Shells Subjected to Lateral Patch Loads; Chapter 10. Buckling of Circular Steel Silos Subject to Eccentric Discharge Pressures-Part I; Chapter 11. Buckling of Circular Steel Silos Subject to Eccentric Discharge Pressures-Part II; Chapter 12. Aspects of Corrugated Silos Chapter 13. Buckling Experiments on Transition Rings in Elevated Steel SilosChapter 14. Buckling Strength of Cylinders with a Consistent Residual Stress; Chapter 15. Buckling Behaviour of Extensively-Welded Steel Cylinders Under Axial Compression; Chapter 16. Experiment on a Model Steel Base Shell of the Comshell Roof System; Chapter 17. Effect of Cracks on Vibration, Buckling and Parametric Instability of Cylindrical Shells; Chapter 18. An Experimental Study for Seismic Reinforcement Method on Existing Cylindrical Steel Piers by Welded Rectangular Steel Plates; Part III: Bridges Chapter 19. Metal Forms Replace Reinforcement in Bridge Deck SlabsChapter 20. Analysis of the Camber at Prestressing of a New Kind of Composite Railway Bridge Deck; Chapter 21. Evaluation of Typhoon Induced Fatigue Damage Using Health Monitoring Data; Chapter 22. Fatigue Stress Analysis of Suspension Bridges Using FEM; Chapter 23. Curved Steel Box-Girder Bridges at Construction Phase; Chapter 24. Numerical Study of Characteristic Behavior of Steel Plate Girder Bridges; Chapter 25. Nonlinear Seismic Response Analysis of a Deck-Type Steel Arch Bridge Chapter 26. The Unit Load Method - Some Recent ApplicationsChapter 27. Global Analysis of Steel and Composite Highway Bridges - Development of Improved Spatial Beam Models; Part IV: Dynamics; Chapter 28. Field Comparative Tests of Cable Vibration Control Using Magnetorheological (MR) Dampers in Single- and Twin-Damper Setups; Chapter 29. Evaluation of Ride Comfort of Road Vehicles Running on a Cable-Stayed Bridge Under Crosswind; Chapter 30. Comparison of Buffeting Response of a Suspension Bridge Between Analysis and Aeroelastic Test; Chapter 31. Dynamic Response of the Cable to Moving Mass Chapter 32. Traffic-Induced Microvibration Mitigation of High Tech Equipment Inside a Building Using Passive/Active Platform |
| Record Nr. | UNINA-9910808845303321 |
| Amsterdam ; ; Boston, : Elsevier, 2002 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
