Designing steel structures for fire safety. (©2009)

• Record Type: Book
• Further Information: Note: Jean-Marc Franssen, Venkatesh Kodur, Raul Zaharia.
• Other Names: Franssen, Jean-Marc; Kodur, Venkatesh; Zaharia, Raul
• Contents: CHAPTER 1 – INTRODUCTION ; 1.1 Fire safety design; 1.2 Codes and standards; 1.2.1 General; 1.2.2 Fire safety codes; 1.2.3 North American codes and standards; 1.2.4 European codes: the Eurocodes; 1.3 Design for fire resistance; 1.3.1 Fire resistance requirements; 1.3.2 Fire resistance assessment; 1.3.3 Eurocodes; 1.3.4 Scope of Eurocode 3 - Fire part; 1.4 General layout of this book CHAPTER 2 – MECHANICAL LOADING ; 2.1 Fundamental principles; 2.1.1 Eurocodes load provisions; 2.1.2 American provisions for fire design; 2.2 Examples; 2.2.1 Office building; 2.2.2 Beam for a shopping centre; 2.2.3 Beam in a roof; 2.3 Specific considerations; 2.3.1 Simultaneous occurrence; 2.3.2 Dead weight; 2.3.3 Upper floor in an open car park; 2.3.4 Industrial cranes; 2.3.5 Indirect fire actions; 2.3.6 Simplified rule CHAPTER 3 – THERMALACTION ; 3.1 Fundamental principles; 3.1.1 Eurocode temperature-time relationships; 3.1.1.1 Nominal fire curves; 3.1.1.2 Equivalent time; 3.1.1.3 Parametric temperature–time curves; 3.1.1.4 Zone models; 3.1.1.5 Heat exchange coefficients; 3.1.2 Eurocode localised fire, flame not impacting the ceiling; 3.1.3 Eurocode localised fire, flame impacting the ceiling; 3.1.4 CFD models in the Eurocode; 3.4.5 North American time-temperature relationships; 3.2 Specific considerations; 3.2.1 Heat flux to protected steelwork; 3.2.2 Combining different models; 3.3 Examples; 3.3.1 Localised fire; 3.3.2 Parametric fire–ventilation controlled; 3.3.3 Parametric fire–fuel controlled CHAPTER 4 – TEMPERATURE IN STEEL SECTIONS ; 4.1 General; 4.2 Unprotected internal steelwork; 4.2.1 Principles; 4.2.2 Examples; 4.2.2.1 Rectangular hollow core section; 4.2.2.2 I-section exposed to fire on 4 sides and subjected to a nominal fire; 4.2.2.3 I-section exposed to fire on 3sides; 4.3 Internal steelwork insulated by fire protection material; 4.3.1 Principles; 4.3.2 Examples; 4.2.2.1 H section heated on four sides; 4.2.2.2 H section heated on three sides; 4.4 Internal steelwork in avoid protected by heat screens; 4.5 External steelwork; 4.5.1 General principles; 4.5.2 Example CHAPTER 5 – MECHANICAL ANALYSIS ; 5.1 Level of analysis; 5.1.1 Principles; 5.1.2 Boundary conditions in a substructure or an element analysis; 5.1.3 Determining Efi, d 0; 5.2 Different calculation models; 5.2.1 General principle; 5.2.1.1 Tabulated data; 5.2.1.2 Simple calculation models; 5.2.1.3 Advanced calculation models; 5.2.2 Relations between the calculation model and the part of the structure that is analysed; 5.2.3 Calculation methods in North America; 5.3 Load, time or temperature domain; 5.4 Mechanical properties of carbon steel; 5.5 Classification of cross-sections; 5.6 How to calculate Rfi, d, t ?; 5.6.1 General principles; 5.6.2 Tension members; 5.6.3 Compression members with Class 1, 2 or 3 cross-sections; 5.6.4 Beams with Class1, 2 or 3 cross-section; 5.6.4.1 Resistance in shear; 5.6.4.2 Resistance in bending; 5.6.4.2.1 Uniform temperature distribution; 5.6.4.2.2 Non-uniform temperature distribution; 5.6.4.3 Resistance to lateral torsional buckling; 5.6.5 Members with Class 1, 2 or 3 cross-sections, subject to combined bending and axial compression; 5.6.6 Members with Class 4 cross-sections; 5.7 Design in the temperature domain; 5.8 Design examples; 5.8.1 Member in tension; 5.8.1.1 Verification in the load domain; 5.8.1.2 Verification in the time domain; 5.8.1.3 Verification in the temperature domain; 5.8.2 Column under axial compression; 5.8.2.1 Fire resistance time of the column with unprotected cross-section; 5.8.2.2 Column protected with contour encasement of uniform thickness; 5.8.3 Fixed-fixed beam supporting a concrete slab; 5.8.3.1 Classification of the section, see Table 5.2; 5.8.3.2 Verification in the load domain; 5.8.3.3 Verification in the time domain; 5.8.3.4 Verification in the temperature domain; 5.8.3.5 Beam protected with hollow encasement; 5.8.4 Class 3 beam in lateral torsional buckling CHAPTER 6 – JOINTS; 6.1 General; 6.2 Simplified procedure; 6.3 Detailed analysis; 6.3.1 Temperature of joints in fire; 6.3.2 Design resistance of bolts and welds in fire; 6.3.2.1 Bolted joints in shear; 6.3.2.2 Bolted joints in tension; 6.3.2.3 Fillet welds; 6.3.2.4 Butt welds CHAPTER 7 – ADVANCED CALCULATION MODELS ; 7.1 General; 7.2 Introduction; 7.3 Thermal analysis; 7.3.1 General features; 7.3.2 Capabilities of the advanced thermal models; 7.3.3 Limitations of the advanced thermal models; 7.3.4 Discrepancies with the simple calculation models; 7.4 Mechanical analysis; 7.4.1 General features; 7.4.2 Capabilities of the advanced mechanical models; 7.4.3 Limitations of the advanced mechanical models; 7.4.4 Discrepancies with the simple calculation models CHAPTER 8 – DESIGN EXAMPLES; 8.1 General; 8.2 Continuous beam; 8.3 Multi-Storey moment resisting frame; 8.4 Single storey industrial building; 8.5 Storage building ANNEX I – HIGH TEMPERATURE PROPERTIES AND TEMPERATURE PROFILES; I.1 Thermal properties of carbon steel; I.1.1 Eurocode properties; I.1.1.1 Thermal conductivity; I.1.1.2 Specific heat; I.1.2 Thermal properties of steel according to ASCE; Thermal conductivity; Specific heat; I.2 Thermal properties of fire protection materials; I.3 Temperatures in unprotected steel sections (Eurocode properties); I.4 Temperatures in protected steel sections (Eurocode properties) ANNEX II – MECHANICAL PROPERTIES OF CARBON STEELS ; II.1 Eurocode properties; II.1.1 Strength and deformation properties; II.1.2 Thermal elongation; II.2 ASCE properties; II.2.1 Stress strain relations for steel (Version 1); II.2.2 Stress strain relations for steel (Version 2; II.2.3 Coefficient of thermal expansion Bibliography; Subject index;
• Publisher Details: Boca Raton : CRC Press
• Publication Date: 2009
• Copyright Date: 2009
• Extent: 1 online resource (xxii, 162 pages), illustrations
• Subjects: 693.8/2; Building, Fireproof; Building, Iron and steel; TECHNOLOGY & ENGINEERING -- Construction -- General; Building, Fireproof; Building, Iron and steel; Järn som byggnadsmaterial; Konstruktionsstål; Brandsäkerhet; Electronic books
• Languages: English
• ISBNs: 0203875494; 9780203875490; 9780415548281; 0415548284
• Notes: Note: Includes bibliographical references (pages 155-160) and index.; Note: Print version record.
• Access Rights: Legal Deposit; Only available on premises controlled by the deposit library and to one user at any one time; The Legal Deposit Libraries (Non-Print Works) Regulations (UK).
• Access Usage: Restricted: Printing from this resource is governed by The Legal Deposit Libraries (Non-Print Works) Regulations (UK) and UK copyright law currently in force.