LEADER 05130nam 2200649 450 001 996215653603316 005 20230803023201.0 010 $a3-433-60768-0 010 $a3-433-60425-8 010 $a3-433-60422-3 010 $a3-433-60424-X 035 $a(CKB)2550000001199640 035 $a(EBL)1603107 035 $a(SSID)ssj0001156013 035 $a(PQKBManifestationID)11611515 035 $a(PQKBTitleCode)TC0001156013 035 $a(PQKBWorkID)11199298 035 $a(PQKB)10775882 035 $a(OCoLC)874157879 035 $a(MiAaPQ)EBC1603107 035 $a(EXLCZ)992550000001199640 100 $a20140215h20132013 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aDesign of steel structures$hEurocode 3$iDesign of steel structures$hPart 1-1$iGeneral rules and rules for buildings /$fLui?s Simo?es da Silva, Rui Simo?es, Helena Gerva?sio 210 1$aBerlin, Germany :$cECCS - European Convention for Constructional Steelwork,$d2013. 210 4$dİ2013 215 $a1 online resource (456 p.) 300 $aDescription based upon print version of record. 311 $a1-306-40376-6 311 $a3-433-03091-X 320 $aIncludes bibliographical references. 327 $aCover; 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 327 $a1.4.2. 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 327 $a2.3.1. 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 327 $a3.3.2. 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 327 $a3.5.1.3. 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 327 $a3.7.4. Worked examples 330 $aVi har inte fa?tt in na?gon beskrivning av boken fra?n fo?rlaget. Kolla ga?rna upp fo?rlagets (Wilhelm Ernst & Sohn Verlag fur Architektur und technische Wissenschaften) hemsida, da?r det kan finnas mer information. 606 $aSteel, Structural$xStandards$zEurope 606 $aBuilding, Iron and steel$xStandards$zEurope 615 0$aSteel, Structural$xStandards 615 0$aBuilding, Iron and steel$xStandards 676 $a624.182 700 $aSilva$b Luis Simo?es da$0883135 701 $aSimo?es$b Rui$0748257 701 $aGerva?sio$b Helena$0750299 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a996215653603316 996 $aDesign of steel structures$93406447 997 $aUNISA