Fire design of steel structures. (2016)
- Record Type:
- Book
- Title:
- Fire design of steel structures. (2016)
- Main Title:
- Fire design of steel structures
- Further Information:
- Note: European Convention for Construction.
- Authors:
- Franssen, Jean-Marc
Real, Paulo Vila
European Convention for Constructional Steelwork, - Contents:
- INTRODUCTION; Relations between different Eurocodes; Scope of EN 1993-1-2; Layout of the book; MECHANICAL LOADING; General; Examples; Indirect actions; THERMAL ACTION; General; Nominal temperature-time curves; Parametric temperature-time curves; Zone models; CFD models; Localized fires; External members; TEMPERATURE IN STEEL SECTIONS; Introduction; The heat conduction equation and its boundary conditions; Advanced calculation model. Finite element solution of the heat conduction equation; Section factor; Temperature of unprotected steelwork exposed to fire; Temperature of protected steelwork exposed to fire; Internal steelwork in a void protected by heat screens; External steelwork; View factors in the concave part of a steel profile; Temperature in steel members subjected to localized fires; Temperature in stainless steel members; MECHANICAL ANALYSIS; Basic principles; Mechanical properties of carbon steel; Classification of cross-sections; Effective cross-sections; Fire resistance of structural members; Design in the temperature domain. Critical temperature; Design of continuous beams; Fire resistance of structural stainless steel members; Design examples; ADVANCED CALCULATION MODELS; General; Thermal response model; Mechanical response model; Some comparisons between the simple and the advanced calculation models; JOINTS; General; Strength of bolts and welds at elevated temperature; Temperature of joints in fire; Bolted connections; Design fire resistance of welds; DesignINTRODUCTION; Relations between different Eurocodes; Scope of EN 1993-1-2; Layout of the book; MECHANICAL LOADING; General; Examples; Indirect actions; THERMAL ACTION; General; Nominal temperature-time curves; Parametric temperature-time curves; Zone models; CFD models; Localized fires; External members; TEMPERATURE IN STEEL SECTIONS; Introduction; The heat conduction equation and its boundary conditions; Advanced calculation model. Finite element solution of the heat conduction equation; Section factor; Temperature of unprotected steelwork exposed to fire; Temperature of protected steelwork exposed to fire; Internal steelwork in a void protected by heat screens; External steelwork; View factors in the concave part of a steel profile; Temperature in steel members subjected to localized fires; Temperature in stainless steel members; MECHANICAL ANALYSIS; Basic principles; Mechanical properties of carbon steel; Classification of cross-sections; Effective cross-sections; Fire resistance of structural members; Design in the temperature domain. Critical temperature; Design of continuous beams; Fire resistance of structural stainless steel members; Design examples; ADVANCED CALCULATION MODELS; General; Thermal response model; Mechanical response model; Some comparisons between the simple and the advanced calculation models; JOINTS; General; Strength of bolts and welds at elevated temperature; Temperature of joints in fire; Bolted connections; Design fire resistance of welds; Design examples; THE COMPUTER PROGRAM "ELEFIR-EN"; General; Brief description of the program; Default constants used in the program; Design example; CASE STUDY; Description of case study; Fire resistance under standard fire; Fire resistance under natural fire; REFERENCES; ANNEX A THERMAL DATA FOR CARBON STEEL AND STAINLESS STEEL SECTIONS; A.1. Thermal properties of carbon steel; A.2. Section factor Am /; V [m-1] for unprotected steel members; A.3. Section factor Ap /; V [m-1] for protected steel members; A.4. Tables and nomograms for evaluating the temperature in unprotected steel members subjected to the standard fire curve ISO 834; A.5. Tables and nomograms for evaluating the temperature in protected steel members subjected to the standard fire curve ISO 834; A.6. Thermal properties of some fire protection materials; A.7. Thermal properties of stainless steel; A.8. Tables and nomograms for evaluating the temperature in unprotected stainless steel members subjected to the standard fire curve ISO 834; A.9. Thermal properties of some fire compartment lining materials; ANNEX B INPUT DATA FOR NATURAL FIRE MODELS; B.1. Introduction; B.2. Fire load density; B.3. Rate of heat release density; B.4. Ventilation control; B.5. Flash-over; ANNEX C MECHANICAL PROPERTIES OF CARBON STEEL AND STAINLESS STEEL; C.1 Mechanical properties of carbon steel; C.2. Mechanical properties of stainless steel; ANNEX D TABLES FOR SECTION CLASSIFICATION AND EFFECTIVE WIDTH EVALUATION; ANNEX E SECTION FACTORS OF EUROPEAN HOT ROLLED IPE AND HE PROFILES; ANNEX F CROSS-SECTIONAL CLASSIFICATION OF EUROPEAN HOT ROLLED IPE AND HE PROFILES; F.1. Cross-sectional classification for pure compression and pure bending; F.2. Cross-sectional classification for combined, compression and bending moment … (more)
- Edition:
- Second edition
- Publisher Details:
- Berlin : Ernst & Sohn
- Publication Date:
- 2016
- Extent:
- 1 online resource
- Subjects:
- 693.82
Building, Fireproof -- Standards
Steel, Structural -- Testing
Building, Iron and steel -- Safety measures - Languages:
- English
- ISBNs:
- 9783433607022
- Related ISBNs:
- 9783433607015
9783433607039 - Notes:
- Note: Description based on CIP data; resource not viewed.
- 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.
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library HMNTS - ELD.DS.102475
- Ingest File:
- 02_139.xml