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[null,"1.","Record Nr.",null,"UNISALENTO991000393639707536"]
[null,null,"Autore",null,"Branca, Giuseppe"]
[null,null,"Titolo",null,"Art. 1960-1991 : Anticresi / Michele Fragali . Transazione / Paolo D'Onofrio . Cessione dei beni ai creditori / Ferdinando Salvi . Promesse unilaterali / Giuseppe Branca"]
[null,null,"Pubbl/distr/stampa",null,"Bologna : Zanichelli"]
[{"$nulls":4},"Roma : Soc. ed. del Foro italiano, 1974"]
[null,null,"Edizione",null,"[2. ed. agg.]"]
[null,null,"Descrizione fisica",null,"xiii, 493 p. ; 25 cm"]
[null,null,"Collana",null,"Commentario del codice civile / a cura di Antonio Scialoja e Giuseppe Branca. Libro 4. : Delle obbligazioni"]
[null,null,"Disciplina",null,"346.073"]
[{"$nulls":4},"346.0922"]
[{"$nulls":4},"348.023"]
[null,null,"Soggetti",null,"Anticresi"]
[{"$nulls":4},"Cessione dei beni"]
[{"$nulls":4},"Transazione"]
[null,null,"Lingua di pubblicazione",null,"Italiano"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,"2.","Record Nr.",null,"UNINA9910829813703321"]
[null,null,"Autore",null,"Franssen Jean-Marc"]
[null,null,"Titolo",null,"Fire design of steel structures : Eurocode 1 : actions on structures, part 1-2 : General actions - Actions on structures exposed to fire - Eurocode 3 : design of steel structures, part 1-2 : General rules - Structural fire design / / Jean-Marc Franssen, Paulo Vila Real"]
[null,null,"Pubbl/distr/stampa",null,"Berlin : , : ECCS : , : Ernst & Sohn, , 2010"]
[null,null,"ISBN",null,"3-433-60159-3"]
[{"$nulls":4},"3-433-60157-7"]
[{"$nulls":4},"1-283-57772-0"]
[{"$nulls":4},"9786613890177"]
[{"$nulls":4},"1-62198-007-3"]
[{"$nulls":4},"3-433-60160-7"]
[null,null,"Edizione",null,"[First edition.]"]
[null,null,"Descrizione fisica",null,"1 online resource (455 p.)"]
[null,null,"Collana",null,"ECCS eurocode design manuals"]
[null,null,"Disciplina",null,"693.82"]
[null,null,"Soggetti",null,"Building, Fireproof - Standards"]
[{"$nulls":4},"Steel, Structural - Testing"]
[{"$nulls":4},"Steel, Structural - Standards"]
[{"$nulls":4},"Building, Iron and steel - Safety measures"]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,null,"Note generali","Description based upon print version of record."]
[null,null,null,"Nota di bibliografia","Includes bibliographical references."]
[null,null,"Nota di contenuto",null,"Title page; Table of  Contents; 1 Introduction; 1.1. Relations between different Eurocodes; 1.2. Scope of EN 1993-1-2; 1.3. Layout of the book; 2. Mechanical Loading; 2.1. General; 2.1.1. General rule; 2.1.2. Simplification 1; 2.1.3. Simplification 2; 2.1.4. Simplification 3; 2.2. Examples; 2.3. Indirect actions; 3. Thermal Action; 3.1. General; 3.2. Nominal temperature-time curves; 3.3. Parametric temperature-time curves; 3.4. Zone models; 3.5. CFD models; 3.6. Localised fires; 3.7. External members; 4. Temperature in Steel Sections; 4.1. Introduction"]
[{"$nulls":4},"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 "]
[{"$nulls":4},"factors in the concave part of a steel profile; 4.10. Temperature in steel members subjected to localised fires"]
[{"$nulls":4},"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"]
[{"$nulls":4},"5.4.6.1. The elastic critical moment for lateral-torsional buckling5.4.6.2. Resistance to lateral-torsional buckling; 5.4.7. Members with Class 1, 2 or 3 cross-sections, subjected to combined bending and axial compression; 5.4.8. Members with Class 4 cross-sections; 5.4.9. Some verifications of the fire resistance not covered by EN 1993-1-2; 5.4.9.1. Shear buckling resistance for web without intermediate stiffeners; 5.4.9.2. Cross section verification of a member subjected to combined bending and axial force (compression or tension); 5.4.9.2.1. Class 1 and 2 rectangular solid sections"]
[{"$nulls":4},"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"]
[{"$nulls":4},"7.3. Temperature of joints in fire"]
[null,null,null,"Sommario/riassunto","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"]