LEADER 05601nam 2200685 450 001 996217899603316 005 20230725054439.0 010 $a1-283-43208-0 010 $a9786613432087 010 $a1-62198-006-5 010 $a3-433-60109-7 010 $a3-433-60113-5 035 $a(CKB)2550000000079241 035 $a(EBL)838191 035 $a(OCoLC)773565373 035 $a(SSID)ssj0000715516 035 $a(PQKBManifestationID)11400819 035 $a(PQKBTitleCode)TC0000715516 035 $a(PQKBWorkID)10704165 035 $a(PQKB)11663844 035 $a(MiAaPQ)EBC838191 035 $a(EXLCZ)992550000000079241 100 $a20160817h20102010 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aDesign of steel structures$hPart 1-1$iGeneral rules and rules for buildings $eEurocode 3 : design of steel structures /$fLui?s Simo?es da Silva, Rui Simo?es, Helena Gerva?sio 205 $aFirst edition. 210 1$aBerlin, [Germany] :$cEuropean Convention for Constructional Steelwork :$cErnst & Sohn,$d2010. 210 4$dİ2010 215 $a1 online resource (456 p.) 225 1 $aECCS Eurocode Design Manuals 300 $aDescription based upon print version of record. 311 $a3-433-02973-3 320 $aIncludes bibliographical references. 327 $aTitle 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 327 $a1.4.3. 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 327 $a2.3.2. 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 327 $a3.3.2.1. 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 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 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 327 $a3.7.4. worked examples 330 $aThis book introduces the fundamental design concept of Eurocode 3 for current steel structures in building construction, and their practical application.Following a discussion of the basis of design, including the principles of reliability management and the limit state approach, the material standards and their use are detailed. The fundamentals of structural analysis and modeling are presented, followed by the design criteria and approaches for various types of structural members. The theoretical basis and checking procedures are closely tied to the Eurocode requirements. The following c 410 0$aECCS Eurocode design manuals. 606 $aBuilding, Iron and steel$xStandards$zEurope 606 $aSteel, Structural$xStandards$zEurope 615 0$aBuilding, Iron and steel$xStandards 615 0$aSteel, Structural$xStandards 676 $a624.1821 700 $aSilva$b Luis Simo?es da$0883135 702 $aSimo?es$b Rui 702 $aGerva?sio$b Helena 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a996217899603316 996 $aDesign of steel structures$93071797 997 $aUNISA