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Record Nr. |
UNINA9910141251203321 |
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Autore |
Franssen Jean-Marc |
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Titolo |
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 |
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Pubbl/distr/stampa |
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Berlin : , : ECCS : , : Ernst & Sohn, , 2010 |
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ISBN |
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3-433-60159-3 |
3-433-60157-7 |
1-283-57772-0 |
9786613890177 |
1-62198-007-3 |
3-433-60160-7 |
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Edizione |
[First edition.] |
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Descrizione fisica |
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1 online resource (455 p.) |
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Collana |
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ECCS eurocode design manuals |
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Disciplina |
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Soggetti |
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Building, Fireproof - Standards |
Steel, Structural - Testing |
Steel, Structural - Standards |
Building, Iron and steel - Safety measures |
Electronic books. |
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Lingua di pubblicazione |
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Formato |
Materiale a stampa |
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Livello bibliografico |
Monografia |
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Note generali |
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Description based upon print version of record. |
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Nota di bibliografia |
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Includes bibliographical references. |
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Nota di contenuto |
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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 |
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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 |
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Sommario/riassunto |
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This 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 |
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2. |
Record Nr. |
UNINA9910141041203321 |
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Autore |
Hunt Benjamin |
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Titolo |
Convert! [[electronic resource] ] : designing Web sites to increase traffic and conversion / / Ben Hunt |
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Pubbl/distr/stampa |
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Indianapolis, Ind., : Wiley Pub., Inc., 2011 |
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ISBN |
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1-282-99008-X |
9786612990083 |
1-118-25582-8 |
1-118-03692-1 |
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Descrizione fisica |
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1 online resource (314 p.) |
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Disciplina |
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Soggetti |
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Web sites - Design |
Web sites - Marketing |
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Lingua di pubblicazione |
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Formato |
Materiale a stampa |
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Livello bibliografico |
Monografia |
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Note generali |
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Nota di contenuto |
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pt. 1. Designing for traffic -- pt. 2. Designing for conversion. |
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Sommario/riassunto |
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Solve your traffic troubles and turn browsers into buyers When web design expert Ben Hunt set out to quantify the difference between an ordinary web site and a great one, he expected to find the key in design simplicity. But when his team more than doubled the conversion rates for a wide range of sites, they identified simple yet powerful solutions involving design, copy, appropriate analysis, classic optimization techniques, and targeted testing. You'll find the fixes easy to implement, and they're all right here.Understand the essentials - your market, your propositio |
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