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Fire 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 Real
| Fire 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 Real |
| Autore | Franssen Jean-Marc |
| Edizione | [First edition.] |
| Pubbl/distr/stampa | Berlin : , : ECCS : , : Ernst & Sohn, , 2010 |
| Descrizione fisica | 1 online resource (455 p.) |
| Disciplina | 693.82 |
| Collana | ECCS eurocode design manuals |
| Soggetto topico |
Building, Fireproof - Standards
Steel, Structural - Testing Steel, Structural - Standards Building, Iron and steel - Safety measures |
| Soggetto genere / forma | Electronic books. |
| ISBN |
3-433-60159-3
3-433-60157-7 1-283-57772-0 9786613890177 1-62198-007-3 3-433-60160-7 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
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. Introduction
4.2. 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 4.10.1. 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 5.4.6.1. 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 5.4.9.2.2. 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 7.3. Temperature of joints in fire |
| Record Nr. | UNINA-9910141251203321 |
Franssen Jean-Marc
|
||
| Berlin : , : ECCS : , : Ernst & Sohn, , 2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Fire 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 Real
| Fire 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 Real |
| Autore | Franssen Jean-Marc |
| Edizione | [First edition.] |
| Pubbl/distr/stampa | Berlin : , : ECCS : , : Ernst & Sohn, , 2010 |
| Descrizione fisica | 1 online resource (455 p.) |
| Disciplina | 693.82 |
| Collana | ECCS eurocode design manuals |
| Soggetto topico |
Building, Fireproof - Standards
Steel, Structural - Testing Steel, Structural - Standards Building, Iron and steel - Safety measures |
| ISBN |
3-433-60159-3
3-433-60157-7 1-283-57772-0 9786613890177 1-62198-007-3 3-433-60160-7 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
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. Introduction
4.2. 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 4.10.1. 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 5.4.6.1. 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 5.4.9.2.2. 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 7.3. Temperature of joints in fire |
| Record Nr. | UNISA-996201566203316 |
|
Franssen Jean-Marc
|
||
| Berlin : , : ECCS : , : Ernst & Sohn, , 2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
Fire 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 Real
| Fire 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 Real |
| Autore | Franssen Jean-Marc |
| Edizione | [First edition.] |
| Pubbl/distr/stampa | Berlin : , : ECCS : , : Ernst & Sohn, , 2010 |
| Descrizione fisica | 1 online resource (455 p.) |
| Disciplina | 693.82 |
| Collana | ECCS eurocode design manuals |
| Soggetto topico |
Building, Fireproof - Standards
Steel, Structural - Testing Steel, Structural - Standards Building, Iron and steel - Safety measures |
| ISBN |
3-433-60159-3
3-433-60157-7 1-283-57772-0 9786613890177 1-62198-007-3 3-433-60160-7 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
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. Introduction
4.2. 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 4.10.1. 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 5.4.6.1. 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 5.4.9.2.2. 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 7.3. Temperature of joints in fire |
| Record Nr. | UNINA-9910829813703321 |
|
Franssen Jean-Marc
|
||
| Berlin : , : ECCS : , : Ernst & Sohn, , 2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
