LEADER 04559nam 2200553 450 001 9910830092203321 005 20220203103447.0 010 $a3-433-03165-7 010 $a3-433-60767-2 035 $a(CKB)4330000000010310 035 $a(EBL)4711450 035 $a(MiAaPQ)EBC4711450 035 $a(OCoLC)961154121 035 $a(EXLCZ)994330000000010310 100 $a20161018h20162016 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $2rdacontent 182 $2rdamedia 183 $2rdacarrier 200 10$aDesign of steel structures Eurocode 3$hPart 1-1$iGeneral rules and rules for buildings $edesign of steel structures /$fLuís Simões da Silva, Rui Simões, Helena Gervásio 205 $a2nd ed. 210 1$aBerlin, [Germany] :$cECCS :$cWiley,$d2016. 210 4$d©2016 215 $a1 online resource (516 p.) 300 $aDescription based upon print version of record. 311 $a3-433-03163-0 320 $aIncludes bibliographical references. 327 $aCover; Series Page; Title Page; Copyright; TABLE OF CONTENTS; FOREWORD; PREFACE 2nd EDITION; PREFACE 1st EDITION; 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 327 $a1.3.7. Sustainability1.4. MATERIALS; 1.4.1. Material specification; 1.4.2. Mechanical properties; 1.4.3. 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 327 $a2.2.7. Worked examples2.3. GLOBAL ANALYSIS OF STEEL STRUCTURES; 2.3.1. Introduction; 2.3.2. 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 327 $a3.3. LATERALLY RESTRAINED BEAMS3.3.1. Introduction; 3.3.2. Design for bending; 3.3.2.1. 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 327 $a3.5.1.1. Introduction3.5.1.2. Elastic critical load; 3.5.1.3. Effect of imperfections and plasticity; 3.5.2. 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. Classification of cross sections under bending and axial force; 3.7.3. Cross section resistance; 3.7.3.1. Theoretical background 327 $a3.7.3.2. Design resistance 606 $aBuilding, Iron and steel 606 $aSteel, Structural 615 0$aBuilding, Iron and steel. 615 0$aSteel, Structural. 676 $a624.1821 700 $aSilva$b Luis Simões da$0883135 702 $aSimões$b Rui 702 $aGervásio$b Helena 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910830092203321 996 $aDesign of steel structures Eurocode 3$93928801 997 $aUNINA