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Biblioteca

MARC Lista (tabellare)
Accessibilità e sicurezza dei luoghi di lavoro : misure contro l'innesco e la propagazione del fuoco, per il movimento e l'esodo delle persone, per lo spegnimento degli incendi, per la segnalazione e l'allarme in caso di emergenza : manuale per la progettazione degli uffici e dei locali aperti al pubblico / Stefano Marsella, Paolo Mirabelli
Accessibilità e sicurezza dei luoghi di lavoro : misure contro l'innesco e la propagazione del fuoco, per il movimento e l'esodo delle persone, per lo spegnimento degli incendi, per la segnalazione e l'allarme in caso di emergenza : manuale per la progettazione degli uffici e dei locali aperti al pubblico / Stefano Marsella, Paolo Mirabelli
Autore Marsella, Stefano
Pubbl/distr/stampa Milano : Il sole-24 ore, 2001
Descrizione fisica VII, 277 p. : ill. ; 24 cm.
Disciplina 693.82
Altri autori (Persone) Mirabelli, Paolo
ISBN 88-324-4457-7
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione ita
Record Nr. UNICAMPANIA-SUN0031984
Marsella, Stefano  
Milano : Il sole-24 ore, 2001
Materiale a stampa
Lo trovi qui: Univ. Vanvitelli
Opac: Controlla la disponibilità qui
Accessibilità e sicurezza dei luoghi di lavoro : misure contro l'innesco e la propagazione del fuoco, per il movimento e l'esodo delle persone, per lo spegnimento degli incendi, per la segnalazione e l'allarme in caso di emergenza : manuale per la progettazione degli uffici e dei locali aperti al pubblico / Stefano Marsella, Paolo Mirabelli
Accessibilità e sicurezza dei luoghi di lavoro : misure contro l'innesco e la propagazione del fuoco, per il movimento e l'esodo delle persone, per lo spegnimento degli incendi, per la segnalazione e l'allarme in caso di emergenza : manuale per la progettazione degli uffici e dei locali aperti al pubblico / Stefano Marsella, Paolo Mirabelli
Autore Marsella, Stefano
Pubbl/distr/stampa Milano, : Il sole-24 ore, 2001
Descrizione fisica VII, 277 p. : ill. ; 24 cm
Disciplina 693.82
Altri autori (Persone) Mirabelli, Paolo
Zanut, Stefano
ISBN 88-324-4457-7
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione ita
Titolo uniforme
Record Nr. UNICAMPANIA-VAN0031984
Marsella, Stefano  
Milano, : Il sole-24 ore, 2001
Materiale a stampa
Lo trovi qui: Univ. Vanvitelli
Opac: Controlla la disponibilità qui
Building fire performance analysis [Risorsa elettronica] / Robert W. Fitzgerald
Building fire performance analysis [Risorsa elettronica] / Robert W. Fitzgerald
Autore Fitzgerald, Robert W.
Pubbl/distr/stampa Chichester, West Sussex ; Hoboken, N. J. : Wiley, 2004
Disciplina 693.82
ISBN 9780470863282
Formato Risorse elettroniche
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-990009814610403321
Fitzgerald, Robert W.  
Chichester, West Sussex ; Hoboken, N. J. : Wiley, 2004
Risorse elettroniche
Lo trovi qui: Univ. Federico II
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Building fire performance analysis [[electronic resource] /] / Robert W. Fitzgerald
Building fire performance analysis [[electronic resource] /] / Robert W. Fitzgerald
Autore Fitzgerald Robert W
Pubbl/distr/stampa Chichester, West Sussex, England ; ; Hoboken, NJ, : J. Wiley, c2004
Descrizione fisica 1 online resource (535 p.)
Disciplina 693.8/2
693.82
Soggetto topico Building, Fireproof
Fire prevention - Inspection
ISBN 1-280-27167-1
9786610271672
1-61344-916-X
0-470-30034-5
0-470-86328-5
0-470-86327-7
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto BUILDING FIRE PERFORMANCE ANALYSIS; CONTENTS; Preface; Acknowledgement; 1 Understanding, deciding, communicating; 1.1 The destination; 1.2 Codes and standards; 1.3 Routine practices; 1.4 A way of thinking; 1.5 Evaluation levels; 1.6 Applications; 1.7 Road map; References; 2 Fire defenses; 2.1 Introduction; 2.2 Building fire defenses; 2.3 Active fire defenses; 2.4 Passive fire defenses; 2.5 Closure; 3 Basic concepts; 3.1 Introduction; 3.2 Concepts and definitions; 3.3 Performance evaluations; 4 The anatomy of building fires; 4.1 Introduction; 4.2 The building; 4.3 The fire protection systems
4.4 The fire4.5 The anatomy of a building fire; 4.6 Fire in the room of origin; 4.7 Barrier effectiveness and fire propagation; 4.8 Fire department operations; 4.9 The structural frame; 4.10 Smoke movement; 4.11 Life safety; 4.12 Performance evaluations and risk characterizations; 4.13 Summary; 5 A way of thinking; 5.1 Introduction; 5.2 The building/fire performance system; 5.3 Performance evaluations; 5.4 The window of uncertainty; 5.5 Estimating performance; 5.6 Evaluation levels; 5.7 Visual thinking; 5.8 Example of effective communication; 5.9 Summary; 6 Framework for analysis
6.1 Introduction6.2 Network diagrams; 6.3 Continuous value networks: concepts; 6.4 Continuous value networks: calculations and graphing; 6.5 Single value networks: concepts; 6.6 Single value networks: calculations; 6.7 Networks and performance curves: discussion; 6.8 The L curve; 6.9 The L curve for a room of origin; 6.10 The L curve for a building fire path; 6.11 L curve communication; 7 Prolog to applications; 7.1 Introduction; 7.2 Tools of the trade; 7.3 Fire prevention; 7.4 Building types; 7.5 Selection of the room of origin; 7.6 Design fire concepts; 7.7 The design fire
7.8 Performance analysis overview7.9 Fire performance: M curve analysis; 7.10 Fire performance: A curve analysis; 7.11 Putting it together: the L curve; 7.12 Structural frame behavior: the Fr curve; 7.13 Smoke analysis; 7.14 Risk characterizations; 7.15 Summary; Reference; 8 Design fires; 8.1 The need; 8.2 Fire in a room; 8.3 Fire development in small rooms; 8.4 Interior design and model rooms; 8.5 Realms of fire growth; 8.6 Level 2 concepts; 8.7 Level 2 framework; 8.8 Discussion; 8.9 Large room concepts; 8.10 Level 2 framework for large rooms; 8.11 Level 3 evaluations; 8.12 Level 1 concepts
8.13 Concepts of fire growth potential classification8.14 Fire growth potential classifications; 8.15 Illustrations of the classification process; 8.16 Discussion for room classifications; 8.17 αt(2) fires; 8.18 The design fire; 8.19 The I curve; 8.20 Thoughts on design fires; 8.21 Summary; Reference; 9 Barriers and multiroom fires; 9.1 Introduction; 9.2 Barrier functions; 9.3 Concepts for barrier evaluations; 9.4 Barrier performance descriptors; 9.5 The barrier/space module; 9.6 Summary; 10 Barrier performance; 10.1 Pause for review; 10.2 Chapter organization; 10.3 The standard fire test
10.4 Standard test discussion
Record Nr. UNINA-9910145038803321
Fitzgerald Robert W  
Chichester, West Sussex, England ; ; Hoboken, NJ, : J. Wiley, c2004
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Design of Buildings for Fire Safety
Design of Buildings for Fire Safety
Autore Smith E. E
Pubbl/distr/stampa [Place of publication not identified], : American Society for Testing & Materials, 1979
Descrizione fisica 1 online resource (289 pages)
Disciplina 693.82
Collana ASTM special technical publication
Soggetto topico Building, Fireproof
Fire resistant materials
ISBN 0-8031-4752-X
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910164745803321
Smith E. E  
[Place of publication not identified], : American Society for Testing & Materials, 1979
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
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 [2nd ed.]
Pubbl/distr/stampa Berlin, [Germany] : , : Wiley, , 2015
Descrizione fisica 1 online resource (508 p.)
Disciplina 693.82
Collana ECCS Eurocode Design Manuals
Soggetto topico Building, Fireproof - Standards - Europe
Steel, Structural - Standards - Europe
Building, Iron and steel - Standards - Europe
Soggetto genere / forma Electronic books.
ISBN 3-433-60702-8
1-5231-2350-8
3-433-60701-X
3-433-60700-1
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910134859603321
Franssen Jean-Marc  
Berlin, [Germany] : , : Wiley, , 2015
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
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 [2nd ed.]
Pubbl/distr/stampa Berlin, [Germany] : , : Wiley, , 2015
Descrizione fisica 1 online resource (508 p.)
Disciplina 693.82
Collana ECCS Eurocode Design Manuals
Soggetto topico Building, Fireproof - Standards - Europe
Steel, Structural - Standards - Europe
Building, Iron and steel - Standards - Europe
ISBN 3-433-60702-8
1-5231-2350-8
3-433-60701-X
3-433-60700-1
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910830757703321
Franssen Jean-Marc  
Berlin, [Germany] : , : Wiley, , 2015
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
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
Opac: Controlla la disponibilità qui
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
Opac: Controlla la disponibilità qui
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
Opac: Controlla la disponibilità qui