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Design of steel structures . Eurocode 3 Design of steel structures . Part 1-1 General rules and rules for buildings / / Luís Simões da Silva, Rui Simões, Helena Gervásio
| Design of steel structures . Eurocode 3 Design of steel structures . Part 1-1 General rules and rules for buildings / / Luís Simões da Silva, Rui Simões, Helena Gervásio |
| Autore | Silva Luis Simões da |
| Pubbl/distr/stampa | Berlin, Germany : , : ECCS - European Convention for Constructional Steelwork, , 2013 |
| Descrizione fisica | 1 online resource (456 p.) |
| Disciplina | 624.182 |
| Altri autori (Persone) |
SimõesRui
GervásioHelena |
| Soggetto topico |
Steel, Structural - Standards - Europe
Building, Iron and steel - Standards - Europe |
| ISBN |
3-433-60768-0
3-433-60425-8 3-433-60422-3 3-433-60424-X |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Title Page; Table of Contents; Foreword; Preface; Chapter 1: INTRODUCTION; 1.1. General Observations; 1.2. Codes of Practice and Normalization; 1.2.1. Introduction; 1.2.2. Eurocode 3; 1.2.3. Other standards; 1.3. Basis of Design; 1.3.1. Basic concepts; 1.3.2. Reliability management; 1.3.3. Basic variables; 1.3.3.1. Introduction; 1.3.3.2. Actions and environmental influences; 1.3.3.3. Material properties; 1.3.3.4. Geometrical data; 1.3.4. Ultimate limit states; 1.3.5. Serviceability limit states; 1.3.6. Durability; 1.3.7. Sustainability; 1.4. Materials; 1.4.1. Material specification
1.4.2. Mechanical properties1.4.3. Toughness and through thickness properties; 1.4.4. Fatigue properties; 1.4.5. Corrosion resistance; 1.5. Geometric Characteristics and Tolerances; Chapter 2: STRUCTURAL ANALYSIS; 2.1. Introduction; 2.2. Structural Modelling; 2.2.1. Introduction; 2.2.2. Choice of member axis; 2.2.3. Influence of eccentricities and supports; 2.2.4. Non-prismatic members and members with curved axis; 2.2.5. Influence of joints; 2.2.6. Combining beam elements together with two and three dimensional elements; 2.2.7. Worked examples; 2.3. Global Analysis of Steel Structures 2.3.1. Introduction2.3.2. Structural stability of frames; 2.3.2.1. Introduction; 2.3.2.2. Elastic critical load; 2.3.2.3. 2nd order analysis; 2.3.3. Imperfections; 2.3.4. Worked example; 2.4. Classification of Cross Sections; Chapter 3: DESIGN OF MEMBERS; 3.1. Introduction; 3.1.1. General; 3.1.2. Resistance of cross sections; 3.1.2.1. General criteria; 3.1.2.2. Section properties; 3.1.3. Buckling resistance of members; 3.2. Tension; 3.2.1. Behaviour in tension; 3.2.2. Design for tensile force; 3.2.3. Worked examples; 3.3. Laterally Restrained Beams; 3.3.1. Introduction 3.3.2. Design for bending3.3.2.1. Elastic and plastic bending moment resistance; 3.3.2.2. Uniaxial bending; 3.3.2.3. Bi-axial bending; 3.3.2.4. Net area in bending; 3.3.3. Design for shear; 3.3.4. Design for combined shear and bending; 3.3.5. Worked examples; 3.4. Torsion; 3.4.1. Theoretical background; 3.4.1.1. Introduction; 3.4.1.2. Uniform torsion; 3.4.1.3. Non-uniform torsion; 3.4.1.4. Cross section resistance in torsion; 3.4.2. Design for torsion; 3.4.3. Worked examples; 3.5. Compression; 3.5.1. Theoretical background; 3.5.1.1. Introduction; 3.5.1.2. Elastic critical load 3.5.1.3. Effect of imperfections and plasticity3.5.2. Design for compression; 3.5.3. Worked examples; 3.6. Laterally Unrestrained Beams; 3.6.1. Introduction; 3.6.2. Lateral-torsional buckling; 3.6.2.1. Introduction; 3.6.2.2. Elastic critical moment; 3.6.2.3. Effect of imperfections and plasticity; 3.6.3. Lateral-torsional buckling resistance; 3.6.4. Worked examples; 3.7. Beam-Columns; 3.7.1. Introduction; 3.7.2. Cross section resistance; 3.7.2.1. Theoretical background; 3.7.2.2. Design resistance; 3.7.3. Buckling resistance; 3.7.3.1. Theoretical background; 3.7.3.2. Design resistance 3.7.4. Worked examples |
| Record Nr. | UNISA-996215653603316 |
Silva Luis Simões da
|
||
| Berlin, Germany : , : ECCS - European Convention for Constructional Steelwork, , 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
Design of steel structures . Part 1-1 General rules and rules for buildings : Eurocode 3 : design of steel structures / / Luís Simões da Silva, Rui Simões, Helena Gervásio
| Design of steel structures . Part 1-1 General rules and rules for buildings : Eurocode 3 : design of steel structures / / Luís Simões da Silva, Rui Simões, Helena Gervásio |
| Autore | Silva Luis Simões da |
| Edizione | [First edition.] |
| Pubbl/distr/stampa | Berlin, [Germany] : , : European Convention for Constructional Steelwork : , : Ernst & Sohn, , 2010 |
| Descrizione fisica | 1 online resource (456 p.) |
| Disciplina | 624.1821 |
| Collana | ECCS Eurocode Design Manuals |
| Soggetto topico |
Building, Iron and steel - Standards - Europe
Steel, Structural - Standards - Europe |
| ISBN |
1-283-43208-0
9786613432087 1-62198-006-5 3-433-60109-7 3-433-60113-5 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Title Page; Foreword; Preface; Chapter 1:Introduction; 1.1. general observations; 1.2. codes of practice and normalization; 1.2.1. Introduction; 1.2.2. eurocode 3; 1.2.3. other standards; 1.3. basis of design; 1.3.1. Basic concepts; 1.3.2. reliability management; 1.3.3. basic variables; 1.3.3.1. Introduction; 1.3.3.2. Actions and environmental influences; 1.3.3.3. Material properties; 1.3.3.4. Geometrical data; 1.3.4. ultimate limit states; 1.3.5. serviceability limit states; 1.3.6. durability; 1.3.7. sustainability; 1.4. materials; 1.4.1. Material specification; 1.4.2. mechanical properties
1.4.3. toughness and through thickness properties1.4.4. fatigue properties; 1.4.5. corrosion resistance; 1.5. geometric characteristics and tolerances; Chapter 2: Structural Analysis; 2.1. introduction; 2.2. structural modelling; 2.2.1. Introduction; 2.2.2. choice of member axis; 2.2.3. influence of eccentricities and supports; 2.2.4. non-prismatic members and members with curved axis; 2.2.5. influence of joints; 2.2.6. combining beam elements together with two and three dimensional elements; 2.2.7. worked examples; 2.3. global analysis of steel structures; 2.3.1. Introduction 2.3.2. structural stability of frames2.3.2.1. introduction; 2.3.2.2. elastic critical load; 2.3.2.3. 2nd order analysis; 2.3.3. imperfections; 2.3.4. worked example; 2.4. classification of cross sections; Chapter 3: Design of Members; 3.1. introduction; 3.1.1. General; 3.1.2. resistance of cross sections; 3.1.2.1. general criteria; 3.1.2.2. section properties; 3.1.3. buckling resistance of members; 3.2. tension; 3.2.1. Behaviour in tension; 3.2.2. design for tensile force; 3.2.3. worked examples; 3.3. laterally restrained beams; 3.3.1. Introduction; 3.3.2. design for bending 3.3.2.1. elastic and plastic bending moment resistance3.3.2.2. uniaxial bending; 3.3.2.3. bi-axial bending; 3.3.2.4. net area in bending; 3.3.3. design for shear; 3.3.4. design for combined shear and bending; 3.3.5. worked examples; 3.4. torsion; 3.4.1. Theoretical background; 3.4.1.1. introduction; 3.4.1.2. uniform torsion; 3.4.1.3. non-uniform torsion; 3.4.1.4. cross section resistance in torsion; 3.4.2. design for torsion; 3.4.3. worked examples; 3.5. compression; 3.5.1. Theoretical background; 3.5.1.1. introduction; 3.5.1.2. elastic critical load 3.5.1.3. effect of imperfections and plasticity3.5.2. design for compression; 3.5.3. worked examples; 3.6. laterally unrestrained beams; 3.6.1. Introduction; 3.6.2. lateral-torsional buckling; 3.6.2.1. introduction; 3.6.2.2. elastic critical moment; 3.6.2.3 effect of imperfections and plasticity; 3.6.3. lateral-torsional buckling resistance; 3.6.4. worked examples example; 3.7. beam-columns; 3.7.1. Introduction; 3.7.2. cross section resistance; 3.7.2.1. theoretical background; 3.7.2.2. design resistance; 3.7.3. buckling resistance; 3.7.3.1. theoretical background; 3.7.3.2. design resistance 3.7.4. worked examples |
| Record Nr. | UNISA-996217899603316 |
|
Silva Luis Simões da
|
||
| Berlin, [Germany] : , : European Convention for Constructional Steelwork : , : Ernst & Sohn, , 2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||