LEADER 05921nam 2200757 450 001 9910141251203321 005 20211005193008.0 010 $a3-433-60159-3 010 $a3-433-60157-7 010 $a1-283-57772-0 010 $a9786613890177 010 $a1-62198-007-3 010 $a3-433-60160-7 035 $a(CKB)2670000000211515 035 $a(EBL)939395 035 $a(OCoLC)796384435 035 $a(SSID)ssj0000677571 035 $a(PQKBManifestationID)11396197 035 $a(PQKBTitleCode)TC0000677571 035 $a(PQKBWorkID)10694166 035 $a(PQKB)11734692 035 $a(MiAaPQ)EBC939395 035 $a(MiAaPQ)EBC4042131 035 $a(EXLCZ)992670000000211515 100 $a20110624d2010 uy| 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aFire design of steel structures $eEurocode 1 : actions on structures, part 1-2 : General actions - Actions on structures exposed to fire - Eurocode 3 : design of steel structures, part 1-2 : General rules - Structural fire design /$fJean-Marc Franssen, Paulo Vila Real 205 $aFirst edition. 210 1$aBerlin :$cECCS :$cErnst & Sohn,$d2010. 215 $a1 online resource (455 p.) 225 1 $aECCS eurocode design manuals 300 $aDescription based upon print version of record. 311 $a3-433-02974-1 320 $aIncludes bibliographical references. 327 $aTitle page; Table of Contents; 1 Introduction; 1.1. Relations between different Eurocodes; 1.2. Scope of EN 1993-1-2; 1.3. Layout of the book; 2. Mechanical Loading; 2.1. General; 2.1.1. General rule; 2.1.2. Simplification 1; 2.1.3. Simplification 2; 2.1.4. Simplification 3; 2.2. Examples; 2.3. Indirect actions; 3. Thermal Action; 3.1. General; 3.2. Nominal temperature-time curves; 3.3. Parametric temperature-time curves; 3.4. Zone models; 3.5. CFD models; 3.6. Localised fires; 3.7. External members; 4. Temperature in Steel Sections; 4.1. Introduction 327 $a4.2. The heat conduction equation and its boundary conditions4.3. Advanced calculation model. Finite element solution of the heat conduction equation; 4.3.1. Temperature field using the finite element method; 4.4. Section factor; 4.5. Temperature of unprotected steelwork exposed to fire; 4.6. Temperature of protected steelwork exposed to fire; 4.7. Internal steelwork in a void protected by heat screens; 4.8. External steelwork; 4.8.1. General principles; 4.8.2. Example; 4.9. View factors in the concave part of a steel profile; 4.10. Temperature in steel members subjected to localised fires 327 $a4.10.1. Unprotected steel members4.10.2. Protected steel members; 4.11. Temperature in stainless steel members; 4.11.1. Example; 5. Mechanical Analysis; 5.1. Basic principles; 5.2. Mechanical properties of carbon steel; 5.3. Classification of cross-sections; 5.4. Fire resistance of structural members; 5.4.1. General; 5.4.2. Tension members; 5.4.3. Compression members; 5.4.4. Shear resistance; 5.4.5. Laterally restrained beams; 5.4.5.1. Uniform temperature distribution; 5.4.5.2. Non-uniform temperature distribution; 5.4.5.3. Bending and shear; 5.4.6. Laterally unrestrained beams 327 $a5.4.6.1. The elastic critical moment for lateral-torsional buckling5.4.6.2. Resistance to lateral-torsional buckling; 5.4.7. Members with Class 1, 2 or 3 cross-sections, subjected to combined bending and axial compression; 5.4.8. Members with Class 4 cross-sections; 5.4.9. Some verifications of the fire resistance not covered by EN 1993-1-2; 5.4.9.1. Shear buckling resistance for web without intermediate stiffeners; 5.4.9.2. Cross section verification of a member subjected to combined bending and axial force (compression or tension); 5.4.9.2.1. Class 1 and 2 rectangular solid sections 327 $a5.4.9.2.2. Class 1 and 2 doubly symmetrical I- and H-sections5.4.9.3. Bending, shear and axial force; 5.5. Design in the temperature domain. Critical temperature; 5.6. Design of continuous beams; 5.6.1. General; 5.6.2. Continuous beams at room temperature; 5.6.3. Continuous beams under fire conditions; 5.7. Fire resistance of structural stainless steel members; 5.8. Design examples; 6. Advance Calculation Models; 6.1. General; 6.2. Thermal response model; 6.3. Mechanical response model; 7. Joints; 7.1. General; 7.2. Strength of bolts and welds at elevated temperature 327 $a7.3. Temperature of joints in fire 330 $aThis book explains and illustrates the rules that are given in the Eurocode for designing steel structures subjected to fire. After the first introductory chapter, Chapter 2 explains how to calculate the mechanical actions (loads) in the fire situation based on the information given in EN 1990 and EN 1991. Chapter 3 presents the models to be used to represent the thermal action created by the fire. Chapter 4 describes the procedures to be used to calculate the temperature of the steelwork from the temperature of the compartment and Chapter 5 shows how the information given in EN 1993-1 410 0$aECCS Eurocode design manuals. 606 $aBuilding, Fireproof$xStandards 606 $aSteel, Structural$xTesting 606 $aSteel, Structural$xStandards 606 $aBuilding, Iron and steel$xSafety measures 608 $aElectronic books. 615 0$aBuilding, Fireproof$xStandards. 615 0$aSteel, Structural$xTesting. 615 0$aSteel, Structural$xStandards. 615 0$aBuilding, Iron and steel$xSafety measures. 676 $a693.82 700 $aFranssen$b Jean-Marc$0884202 702 $aReal$b Paulo Vila 712 02$aEuropean Convention for Constructional Steelwork, 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910141251203321 996 $aFire design of steel structures$91974471 997 $aUNINA