05130nam 2200649 450 99621565360331620230803023201.03-433-60768-03-433-60425-83-433-60422-33-433-60424-X(CKB)2550000001199640(EBL)1603107(SSID)ssj0001156013(PQKBManifestationID)11611515(PQKBTitleCode)TC0001156013(PQKBWorkID)11199298(PQKB)10775882(OCoLC)874157879(MiAaPQ)EBC1603107(EXLCZ)99255000000119964020140215h20132013 uy 0engur|n|---|||||txtccrDesign of steel structuresEurocode 3Design of steel structuresPart 1-1General rules and rules for buildings /Luís Simões da Silva, Rui Simões, Helena GervásioBerlin, Germany :ECCS - European Convention for Constructional Steelwork,2013.©20131 online resource (456 p.)Description based upon print version of record.1-306-40376-6 3-433-03091-X Includes bibliographical references.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 specification1.4.2. 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 Structures2.3.1. 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. Introduction3.3.2. 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 load3.5.1.3. 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 resistance3.7.4. Worked examplesVi har inte fått in någon beskrivning av boken från förlaget. Kolla gärna upp förlagets (Wilhelm Ernst & Sohn Verlag fur Architektur und technische Wissenschaften) hemsida, där det kan finnas mer information.Steel, StructuralStandardsEuropeBuilding, Iron and steelStandardsEuropeSteel, StructuralStandardsBuilding, Iron and steelStandards624.182Silva Luis Simões da883135Simões Rui748257Gervásio Helena750299MiAaPQMiAaPQMiAaPQBOOK996215653603316Design of steel structures3406447UNISA