LEADER 05755nam 2200793 450 001 9910139723603321 005 20220625080327.0 010 $a3-433-60120-8 010 $a1-283-43210-2 010 $a9786613432100 010 $a1-62198-009-X 010 $a3-433-60118-6 010 $a3-433-60121-6 035 $a(CKB)2550000000079700 035 $a(EBL)837153 035 $a(OCoLC)775438822 035 $a(SSID)ssj0000621571 035 $a(PQKBManifestationID)11377837 035 $a(PQKBTitleCode)TC0000621571 035 $a(PQKBWorkID)10616633 035 $a(PQKB)11125284 035 $a(OCoLC)778436306 035 $a(MiAaPQ)EBC837153 035 $a(MiAaPQ)EBC6735696 035 $a(Au-PeEL)EBL6735696 035 $a(OCoLC)1272990960 035 $a(EXLCZ)992550000000079700 100 $a20220625d2011 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aFatigue design of steel and composite structures /$fAlain Nussbaumer, Luis Borges, Laurence Davaine 205 $a1st ed. 210 1$aBerlin, Germany :$cWilhelm Ernst & Sohn, Verlag fu?r Architektur und technische Wissenschaften,$d[2011] 210 4$dİ2011 215 $a1 online resource (341 p.) 225 1 $aECCS Eurocode design manuals 300 $aDescription based upon print version of record. 311 $a92-9147-101-1 311 $a3-433-02981-4 320 $aIncludes bibliographical references. 327 $aTitle Page; Table of contents; Foreword; Preface; Acknowledgments; Symbology; Terminology; Chapter 1:Introduction; 1.1 Basis Of Fatigue Design In Steel Structures; 1.1.1 General; 1.1.2 Main parameters influencing fatigue life; 1.1.3 Expression of fatigue strength; 1.1.4 Variable amplitude and cycle counting; 1.1.5 Damage accumulation; 1.2 Damage Equivalent Factor Concept; 1.3 Codes Of Practice; 1.3.1 Introduction; 1.3.2 Eurocodes 3 and 4; 1.3.3 Eurocode 9; 1.3.4 Execution (EN 1090-2); 1.3.5 Other execution standards; 1.4 Description Of The Structures Used In The Worked Examples 327 $a1.4.1 Introduction1.4.2 Steel and concrete composite road bridge (worked example 1); 1.4.2.1 Longitudinal elevation and transverse cross section; 1.4.2.2 Materials and structural steel distribution; 1.4.2.3 The construction stages; 1.4.3 Chimney (worked example 2); 1.4.3.1 Introduction; 1.4.3.2 General characteristics of the chimney; 1.4.3.3 Dimensions of socket joint located at +11.490 m (see Figure 1.20); 1.4.3.4 Dimensions of ground plate joint with welded stiffeners located at the bottom, at +0.350 m:; 1.4.3.5 Dimensions of manhole located between +1.000 m and +2.200 m 327 $a1.4.4 Crane supporting structures (worked example 3)1.4.4.1 Introduction; 1.4.4.2 Actions to be considered; Chapter 2:Application Range And Limitations; 2.1 Introduction; 2.2 Materials; 2.3 Corrosion; 2.4 Temperature; 2.5 Loading Rate; 2.6 Limiting Stress Ranges; Chapter 3:Determination Of Stresses And Stress Ranges; 3.1 Fatigue Loads; 3.1.1 Introduction; 3.1.2 Road bridges; 3.1.2.1 Fatigue load model 1 (FLM1); 3.1.2.2 Fatigue load model 2 (FLM2); 3.1.2.3 Fatigue load model 3 (FLM3); 3.1.2.4 Fatigue load model 4 (FLM4); 3.1.2.5 Fatigue load model 5 (FLM5); 3.1.3 Railway bridges 327 $a3.1.4 Crane supporting structures3.1.5 Masts, towers, and chimneys; 3.1.6 Silos and tanks; 3.1.7 Tensile cable structures, tension components; 3.1.8 Other structures; 3.2 Damage Equivalent Factors; 3.2.1 Concept; 3.2.2 Critical influence line length; 3.2.3 Road bridges; 3.2.4 Railway bridges; 3.2.5 Crane supporting structures; 3.2.6 Towers, masts and chimneys; 3.3 Calculation Of Stresses; 3.3.1 Introduction; 3.3.2 Relevant nominal stresses; 3.3.3 Stresses in bolted joints; 3.3.4 Stresses in welds; 3.3.5 Nominal stresses in steel and concrete composite bridges 327 $a3.3.6 Nominal stresses in tubular structures (frames and trusses)3.4 Modified Nominal Stresses And Concentration Factors; 3.4.1 Generalities; 3.4.2 Misalignments; 3.5 Geometric Stresses (Structural Stress At The Hot Spot); 3.5.1 Introduction; 3.5.2 Determination using FEM modelling; 3.5.3 Determination using formulas; 3.6 Stresses In Orthotropic Decks; 3.7 Calculation Of Stress Ranges; 3.7.1 Introduction; 3.7.2 Stress range in non-welded details; 3.7.3 Stress ranges in bolted joints; 3.7.4 Stress range in welds; 3.7.5 Multiaxial stress range cases; 3.7.5.1 Introduction 327 $a3.7.5.2 Possible stress range cases 330 $aThis volume addresses the specific subject of fatigue, a subject not familiar to many engineers, but still relevant for proper and good design of numerous steel structures. It explains all issues related to the subject: Basis of fatigue design, reliability and various verification formats, determination of stresses and stress ranges, fatigue strength, application range and limitations. It contains detailed examples of applications of the concepts, computation methods and verifications. 410 0$aECCS Eurocode design manuals. 606 $aSteel, Structural$xFatigue 606 $aConcrete$xFatigue 608 $aElectronic books. 615 0$aSteel, Structural$xFatigue. 615 0$aConcrete$xFatigue. 676 $a620.176 700 $aNussbaumer$b Alain$f1964-$0916522 702 $aBorges$b Lui?s 702 $aDavaine$b Laurence$f1975- 712 02$aEuropean Convention for Constructional Steelwork. 712 02$aAssociac?a?o Portuguesa de Construcao Metalica e Mista. 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910139723603321 996 $aFatigue design of steel and composite structures$92054520 997 $aUNINA