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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 / / Guo-Qiang Li, Jin-Jun Li
| Advanced analysis and design of steel frames / / 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-9910877543703321 |
|
Li G. Q
|
||
| Chichester, : John Wiley, c2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Advanced analysis and design of steel frames / Gou-Qiang Li, Jin-Jun Li
| Advanced analysis and design of steel frames / Gou-Qiang Li, Jin-Jun Li |
| Autore | Li, Guo-Qiang |
| Pubbl/distr/stampa | Chichester [etc.], : Wiley, 2007 |
| Descrizione fisica | XV, 368 p. : ill. ; 25 cm. |
| Disciplina |
624.1
624.1773 |
| Altri autori (Persone) | Li, Jin-Jun <1973- > |
| Soggetto topico |
Telai |
| ISBN | 9780470030615 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNISANNIO-UFE0821958 |
|
Li, Guo-Qiang
|
||
| Chichester [etc.], : Wiley, 2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. del Sannio | ||
| ||
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 | ||
| ||
Advanced analysis of steel frames : theory, software, and applications / edited by Wai Fah Chen, Shouji Toma
| Advanced analysis of steel frames : theory, software, and applications / edited by Wai Fah Chen, Shouji Toma |
| Pubbl/distr/stampa | Boca Raton ; London, : CRC, 1994 |
| Descrizione fisica | 384 p. ; 25 cm + 2 floppy disk. |
| Disciplina | 624.1773 |
| ISBN | 08-493-8281-5 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNICAMPANIA-SUN0018562 |
| Boca Raton ; London, : CRC, 1994 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Vanvitelli | ||
| ||
Advanced analysis of steel frames : theory, software, and applications / edited by Wai Fah Chen, Shouji Toma
| Advanced analysis of steel frames : theory, software, and applications / edited by Wai Fah Chen, Shouji Toma |
| Pubbl/distr/stampa | Boca Raton ; London, : CRC, 1994 |
| Descrizione fisica | 384 p. ; 25 cm + 2 floppy disk |
| Disciplina | 624.1773 |
| ISBN | 08-493-8281-5 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNICAMPANIA-VAN0018562 |
| Boca Raton ; London, : CRC, 1994 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Vanvitelli | ||
| ||
Advanced analysis of steel frames : theory, software, and applications / edited by Wai Fah Chen, Shouji Toma
| Advanced analysis of steel frames : theory, software, and applications / edited by Wai Fah Chen, Shouji Toma |
| Pubbl/distr/stampa | Boca Raton ; London, : CRC, 1994 |
| Descrizione fisica | 384 p. ; 25 cm + 2 floppy disk |
| Disciplina | 624.1773 |
| ISBN | 08-493-8281-5 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNICAMPANIA-VAN00018562 |
| Boca Raton ; London, : CRC, 1994 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Vanvitelli | ||
| ||
Analisi di travature elastiche : metodi e applicazioni : supporti didattici per i corsi di Scienza delle Costruzioni / Antonio Domenico Lanzo
| Analisi di travature elastiche : metodi e applicazioni : supporti didattici per i corsi di Scienza delle Costruzioni / Antonio Domenico Lanzo |
| Autore | Lanzo, Antonio Domenico |
| Pubbl/distr/stampa | Roma : Aracne, 2007 |
| Descrizione fisica | X, 450 p. ; 24 cm. + 1 carta |
| Disciplina | 624.1773 |
| Collana | A08 |
| Soggetto topico | Travature reticolari |
| ISBN | 978-88-548-1162-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNIBAS-000021076 |
|
Lanzo, Antonio Domenico
|
||
| Roma : Aracne, 2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. della Basilicata | ||
| ||
Analysis, design and construction of steel space frames / G. S. Ramaswamy, M. Eekhout, G. R. Suresh ; coauthors M. Papadrakakis...[et al.]
| Analysis, design and construction of steel space frames / G. S. Ramaswamy, M. Eekhout, G. R. Suresh ; coauthors M. Papadrakakis...[et al.] |
| Autore | RAMASWAMY, G.S. |
| Pubbl/distr/stampa | London : T. Telford, copyr. 2002 |
| Descrizione fisica | XV, 242 p. : ill. ; 25 cm + 1 Cd-Rom |
| Disciplina | 624.1773 |
| Altri autori (Persone) |
EEKHOUT, M.
SURESH, G. R. |
| Soggetto topico |
Telai |
| ISBN | 0-7277-3014-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNISA-990001199820203316 |
|
RAMASWAMY, G.S.
|
||
| London : T. Telford, copyr. 2002 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
