05921nam 2200757 450 991014125120332120211005193008.03-433-60159-33-433-60157-71-283-57772-097866138901771-62198-007-33-433-60160-7(CKB)2670000000211515(EBL)939395(OCoLC)796384435(SSID)ssj0000677571(PQKBManifestationID)11396197(PQKBTitleCode)TC0000677571(PQKBWorkID)10694166(PQKB)11734692(MiAaPQ)EBC939395(MiAaPQ)EBC4042131(EXLCZ)99267000000021151520110624d2010 uy| 0engur|n|---|||||txtccrFire design of steel structures Eurocode 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 /Jean-Marc Franssen, Paulo Vila RealFirst edition.Berlin :ECCS :Ernst & Sohn,2010.1 online resource (455 p.)ECCS eurocode design manualsDescription based upon print version of record.3-433-02974-1 Includes bibliographical references.Title 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. Introduction4.2. 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 fires4.10.1. 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 beams5.4.6.1. 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 sections5.4.9.2.2. 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 temperature7.3. Temperature of joints in fireThis 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 1993-1ECCS Eurocode design manuals.Building, FireproofStandardsSteel, StructuralTestingSteel, StructuralStandardsBuilding, Iron and steelSafety measuresElectronic books.Building, FireproofStandards.Steel, StructuralTesting.Steel, StructuralStandards.Building, Iron and steelSafety measures.693.82Franssen Jean-Marc884202Real Paulo VilaEuropean Convention for Constructional Steelwork,MiAaPQMiAaPQMiAaPQBOOK9910141251203321Fire design of steel structures1974471UNINA