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La coupure entre architectes et intellectuels, ou, Les enseignements de l'italophilie / / Jean-Louis Cohen
| La coupure entre architectes et intellectuels, ou, Les enseignements de l'italophilie / / Jean-Louis Cohen |
| Autore | Cohen Jean-Louis |
| Pubbl/distr/stampa | Bruxelles : , : Mardaga, , [2015] |
| Descrizione fisica | 1 online resource (207 pages) : illustrations |
| Disciplina | 720.944 |
| Collana | Collection Architecture |
| Soggetto topico |
Architecture - France - History - 20th century
Architecture - Italy - History - 20th century |
| Soggetto genere / forma | Electronic books. |
| ISBN | 2-8047-0292-8 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | fre |
| Record Nr. | UNINA-9910159373603321 |
Cohen Jean-Louis
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| Bruxelles : , : Mardaga, , [2015] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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La coupure entre architectes et intellectuels, ou, Les enseignements de l'italophilie / / Jean-Louis Cohen
| La coupure entre architectes et intellectuels, ou, Les enseignements de l'italophilie / / Jean-Louis Cohen |
| Autore | Cohen Jean-Louis |
| Pubbl/distr/stampa | Bruxelles : , : Mardaga, , [2015] |
| Descrizione fisica | 1 online resource (207 pages) : illustrations |
| Disciplina | 720.944 |
| Collana | Collection Architecture |
| Soggetto topico |
Architecture - France - History - 20th century
Architecture - Italy - History - 20th century |
| ISBN | 2-8047-0292-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | fre |
| Record Nr. | UNINA-9910796430203321 |
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Cohen Jean-Louis
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| Bruxelles : , : Mardaga, , [2015] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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La coupure entre architectes et intellectuels, ou, Les enseignements de l'italophilie / / Jean-Louis Cohen
| La coupure entre architectes et intellectuels, ou, Les enseignements de l'italophilie / / Jean-Louis Cohen |
| Autore | Cohen Jean-Louis |
| Pubbl/distr/stampa | Bruxelles : , : Mardaga, , [2015] |
| Descrizione fisica | 1 online resource (207 pages) : illustrations |
| Disciplina | 720.944 |
| Collana | Collection Architecture |
| Soggetto topico |
Architecture - France - History - 20th century
Architecture - Italy - History - 20th century |
| ISBN | 2-8047-0292-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | fre |
| Record Nr. | UNINA-9910822917803321 |
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Cohen Jean-Louis
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| Bruxelles : , : Mardaga, , [2015] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Da Ledoux a Le Corbusier : origine e sviluppo dell'architettura autonoma / Emil Kaufmann
| Da Ledoux a Le Corbusier : origine e sviluppo dell'architettura autonoma / Emil Kaufmann |
| Autore | KAUFMANN, Emil |
| Pubbl/distr/stampa | Milano, : Mazzotta, 1973 |
| Descrizione fisica | 136 p. : ill. ; 20 cm |
| Disciplina | 720.944 |
| Collana | Planning & design |
| Soggetto topico | Architettura francese |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNISA-990002350970203316 |
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KAUFMANN, Emil
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| Milano, : Mazzotta, 1973 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
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Da Ledoux a Le Corbusier : origine e sviluppo dell'architettura autonoma / Emil Kaufmann
| Da Ledoux a Le Corbusier : origine e sviluppo dell'architettura autonoma / Emil Kaufmann |
| Autore | Kaufmann, Emil |
| Pubbl/distr/stampa | Milano : G. Mazzotta, [1973] |
| Descrizione fisica | 136 p. : ill. ; 21 cm |
| Disciplina | 720.944 |
| Altri autori (Persone) | Bruni, Claudio |
| Collana | Planning & design |
| Soggetto (Persona) | Ledoux, Claude Nicolas |
| Soggetto topico | Architettura - Storia |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNISALENTO-991001329659707536 |
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Kaufmann, Emil
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| Milano : G. Mazzotta, [1973] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. del Salento | ||
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Design of cold-formed steel structures . Part 1-3 Design of cold-formed steel structures : Eurocode 3 : design of steel structures / / Dan Dubina, Viorel Ungureanu, Raffaele Landolfo
| Design of cold-formed steel structures . Part 1-3 Design of cold-formed steel structures : Eurocode 3 : design of steel structures / / Dan Dubina, Viorel Ungureanu, Raffaele Landolfo |
| Autore | Dubina Dan |
| Edizione | [First edition.] |
| Pubbl/distr/stampa | Berlin, [Germany] : , : ECCS - European Convention for Constructional Steelwork, , 2012 |
| Descrizione fisica | 1 online resource (676 p.) |
| Disciplina | 720.944 |
| Soggetto topico |
Building, Iron and steel
Steel, Structural - Design and construction Steel - Cold working |
| Soggetto genere / forma | Electronic books. |
| ISBN |
3-433-60227-1
3-433-60225-5 3-433-60228-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Title Page; Contents; Foreword; Preface; Chapter 1 Introduction To Cold-Formed Steel Design; 1.1 General; 1.2 Cold-formed steel sections; 1.2.1 Types of cold-formed steel sections; 1.2.2 Manufacturing; 1.2.3 Some peculiar characteristics of cold-formed steel sections; 1.3 Peculiar problems of cold-formed steel design; 1.3.1 Buckling strength of cold-formed steel members; 1.3.2 Torsional rigidity; 1.3.3 Web crippling; 1.3.4 Ductility and plastic design; 1.3.5 Connections; 1.3.6 Design assisted by testing; 1.3.7 Design standards; 1.3.7.1 North American Cold-formed Steel Specification,
1.3.7.2 Australian/New Zealand Standard - AS/NZS 4600, 2005 Edition (AS/NZS, 2005)1.3.7.3 Eurocode 3 - Design of Steel Structures, Part 1.3 - General Rules, Supplementary Rules for Cold-formed Thin Gauge Members and Sheeting; 1.3.8 Fire resistance; 1.3.9 Corrosion; 1.3.10 Sustainability of cold-formed steel construction; 1.4 Main applications of cold-formed steel; 1.4.1 Advantages of cold-formed steel in building construction; 1.4.1.1 Advantages during construction; 1.4.1.2 Advantages in service; 1.4.2 Applications; Chapter 2 Basis Of Design; 2.1 General; 2.2 Limit state design 2.3 Actions on structures. Combinations of actions 2.3.1 Verification at the Ultimate Limit State; 2.3.2 Verification at the Serviceability Limit State; 2.3.2.1 Deflections; 2.3.2.2 Dynamic effects; 2.4 Materials; 2.4.1 General; 2.4.2 Structural steel; 2.4.2.1 Material properties of base material; 2.4.2.2 Material properties of cold-formed sections and sheeting; 2.4.2.3 Thickness and thickness tolerances; 2.5 Methods of analysis and design; 2.5.1 Methods of analysis - Global frame analysis; 2.5.2 Finite Element Methods (FEM) for analysis and design; 2.5.3 Design assisted by testing 2.6 Imperfections 2.6.1 Imperfections for global analysis of frames; 2.6.2 Imperfections for analysis of bracing systems; 2.6.3 Role of imperfections in advanced numerical simulation; 2.6.3.1 Section imperfections; 2.6.3.2 Residual stresses; Chapter 3 Behaviour And Resistance Of Cross Section; 3.1 General; 3.2 Properties of gross cross section; 3.2.1 Nominal dimensions and idealisation of cross section; 3.2.2 Net geometric properties of perforated sections; 3.2.3 Dimensional limits of component walls of cold-formed steel sections; 3.2.4 Modelling of cross section component walls for analysis 3.3 Flange curling3.4 Shear lag; 3.5 Local buckling; 3.5.1 Sectional buckling modes in thin-walled sections; 3.5.2 Elastic buckling of thin plates; 3.6 Distortional buckling: analytical methods for predicting elastic distortional buckling stresses; 3.6.1 The method given in EN 1993-1-3:2006; 3.7 Design against local and distortional buckling according to EN 1993-1-3; 3.7.1 General; 3.7.2 Plane elements without stiffeners; 3.7.3 Plane elements with edge or intermediate stiffeners; 3.7.3.1 General; 3.7.3.2 Plane elements with edge stiffeners; 3.7.3.2.1 Conditions; 3.7.3.3.2 General procedure 3.7.3.3 Plane elements with intermediate stiffeners |
| Record Nr. | UNINA-9910139010503321 |
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Dubina Dan
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| Berlin, [Germany] : , : ECCS - European Convention for Constructional Steelwork, , 2012 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Design of cold-formed steel structures . Part 1-3 Design of cold-formed steel structures : Eurocode 3 : design of steel structures / / Dan Dubina, Viorel Ungureanu, Raffaele Landolfo
| Design of cold-formed steel structures . Part 1-3 Design of cold-formed steel structures : Eurocode 3 : design of steel structures / / Dan Dubina, Viorel Ungureanu, Raffaele Landolfo |
| Autore | Dubina Dan |
| Edizione | [First edition.] |
| Pubbl/distr/stampa | Berlin, [Germany] : , : ECCS - European Convention for Constructional Steelwork, , 2012 |
| Descrizione fisica | 1 online resource (676 p.) |
| Disciplina | 720.944 |
| Soggetto topico |
Building, Iron and steel
Steel, Structural - Design and construction Steel - Cold working |
| ISBN |
3-433-60227-1
3-433-60225-5 3-433-60228-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Title Page; Contents; Foreword; Preface; Chapter 1 Introduction To Cold-Formed Steel Design; 1.1 General; 1.2 Cold-formed steel sections; 1.2.1 Types of cold-formed steel sections; 1.2.2 Manufacturing; 1.2.3 Some peculiar characteristics of cold-formed steel sections; 1.3 Peculiar problems of cold-formed steel design; 1.3.1 Buckling strength of cold-formed steel members; 1.3.2 Torsional rigidity; 1.3.3 Web crippling; 1.3.4 Ductility and plastic design; 1.3.5 Connections; 1.3.6 Design assisted by testing; 1.3.7 Design standards; 1.3.7.1 North American Cold-formed Steel Specification,
1.3.7.2 Australian/New Zealand Standard - AS/NZS 4600, 2005 Edition (AS/NZS, 2005)1.3.7.3 Eurocode 3 - Design of Steel Structures, Part 1.3 - General Rules, Supplementary Rules for Cold-formed Thin Gauge Members and Sheeting; 1.3.8 Fire resistance; 1.3.9 Corrosion; 1.3.10 Sustainability of cold-formed steel construction; 1.4 Main applications of cold-formed steel; 1.4.1 Advantages of cold-formed steel in building construction; 1.4.1.1 Advantages during construction; 1.4.1.2 Advantages in service; 1.4.2 Applications; Chapter 2 Basis Of Design; 2.1 General; 2.2 Limit state design 2.3 Actions on structures. Combinations of actions 2.3.1 Verification at the Ultimate Limit State; 2.3.2 Verification at the Serviceability Limit State; 2.3.2.1 Deflections; 2.3.2.2 Dynamic effects; 2.4 Materials; 2.4.1 General; 2.4.2 Structural steel; 2.4.2.1 Material properties of base material; 2.4.2.2 Material properties of cold-formed sections and sheeting; 2.4.2.3 Thickness and thickness tolerances; 2.5 Methods of analysis and design; 2.5.1 Methods of analysis - Global frame analysis; 2.5.2 Finite Element Methods (FEM) for analysis and design; 2.5.3 Design assisted by testing 2.6 Imperfections 2.6.1 Imperfections for global analysis of frames; 2.6.2 Imperfections for analysis of bracing systems; 2.6.3 Role of imperfections in advanced numerical simulation; 2.6.3.1 Section imperfections; 2.6.3.2 Residual stresses; Chapter 3 Behaviour And Resistance Of Cross Section; 3.1 General; 3.2 Properties of gross cross section; 3.2.1 Nominal dimensions and idealisation of cross section; 3.2.2 Net geometric properties of perforated sections; 3.2.3 Dimensional limits of component walls of cold-formed steel sections; 3.2.4 Modelling of cross section component walls for analysis 3.3 Flange curling3.4 Shear lag; 3.5 Local buckling; 3.5.1 Sectional buckling modes in thin-walled sections; 3.5.2 Elastic buckling of thin plates; 3.6 Distortional buckling: analytical methods for predicting elastic distortional buckling stresses; 3.6.1 The method given in EN 1993-1-3:2006; 3.7 Design against local and distortional buckling according to EN 1993-1-3; 3.7.1 General; 3.7.2 Plane elements without stiffeners; 3.7.3 Plane elements with edge or intermediate stiffeners; 3.7.3.1 General; 3.7.3.2 Plane elements with edge stiffeners; 3.7.3.2.1 Conditions; 3.7.3.3.2 General procedure 3.7.3.3 Plane elements with intermediate stiffeners |
| Record Nr. | UNISA-996205824803316 |
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Dubina Dan
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| Berlin, [Germany] : , : ECCS - European Convention for Constructional Steelwork, , 2012 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
Design of cold-formed steel structures . Part 1-3 Design of cold-formed steel structures : Eurocode 3 : design of steel structures / / Dan Dubina, Viorel Ungureanu, Raffaele Landolfo
| Design of cold-formed steel structures . Part 1-3 Design of cold-formed steel structures : Eurocode 3 : design of steel structures / / Dan Dubina, Viorel Ungureanu, Raffaele Landolfo |
| Autore | Dubina Dan |
| Edizione | [First edition.] |
| Pubbl/distr/stampa | Berlin, [Germany] : , : ECCS - European Convention for Constructional Steelwork, , 2012 |
| Descrizione fisica | 1 online resource (676 p.) |
| Disciplina | 720.944 |
| Soggetto topico |
Building, Iron and steel
Steel, Structural - Design and construction Steel - Cold working |
| ISBN |
3-433-60227-1
3-433-60225-5 3-433-60228-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Title Page; Contents; Foreword; Preface; Chapter 1 Introduction To Cold-Formed Steel Design; 1.1 General; 1.2 Cold-formed steel sections; 1.2.1 Types of cold-formed steel sections; 1.2.2 Manufacturing; 1.2.3 Some peculiar characteristics of cold-formed steel sections; 1.3 Peculiar problems of cold-formed steel design; 1.3.1 Buckling strength of cold-formed steel members; 1.3.2 Torsional rigidity; 1.3.3 Web crippling; 1.3.4 Ductility and plastic design; 1.3.5 Connections; 1.3.6 Design assisted by testing; 1.3.7 Design standards; 1.3.7.1 North American Cold-formed Steel Specification,
1.3.7.2 Australian/New Zealand Standard - AS/NZS 4600, 2005 Edition (AS/NZS, 2005)1.3.7.3 Eurocode 3 - Design of Steel Structures, Part 1.3 - General Rules, Supplementary Rules for Cold-formed Thin Gauge Members and Sheeting; 1.3.8 Fire resistance; 1.3.9 Corrosion; 1.3.10 Sustainability of cold-formed steel construction; 1.4 Main applications of cold-formed steel; 1.4.1 Advantages of cold-formed steel in building construction; 1.4.1.1 Advantages during construction; 1.4.1.2 Advantages in service; 1.4.2 Applications; Chapter 2 Basis Of Design; 2.1 General; 2.2 Limit state design 2.3 Actions on structures. Combinations of actions 2.3.1 Verification at the Ultimate Limit State; 2.3.2 Verification at the Serviceability Limit State; 2.3.2.1 Deflections; 2.3.2.2 Dynamic effects; 2.4 Materials; 2.4.1 General; 2.4.2 Structural steel; 2.4.2.1 Material properties of base material; 2.4.2.2 Material properties of cold-formed sections and sheeting; 2.4.2.3 Thickness and thickness tolerances; 2.5 Methods of analysis and design; 2.5.1 Methods of analysis - Global frame analysis; 2.5.2 Finite Element Methods (FEM) for analysis and design; 2.5.3 Design assisted by testing 2.6 Imperfections 2.6.1 Imperfections for global analysis of frames; 2.6.2 Imperfections for analysis of bracing systems; 2.6.3 Role of imperfections in advanced numerical simulation; 2.6.3.1 Section imperfections; 2.6.3.2 Residual stresses; Chapter 3 Behaviour And Resistance Of Cross Section; 3.1 General; 3.2 Properties of gross cross section; 3.2.1 Nominal dimensions and idealisation of cross section; 3.2.2 Net geometric properties of perforated sections; 3.2.3 Dimensional limits of component walls of cold-formed steel sections; 3.2.4 Modelling of cross section component walls for analysis 3.3 Flange curling3.4 Shear lag; 3.5 Local buckling; 3.5.1 Sectional buckling modes in thin-walled sections; 3.5.2 Elastic buckling of thin plates; 3.6 Distortional buckling: analytical methods for predicting elastic distortional buckling stresses; 3.6.1 The method given in EN 1993-1-3:2006; 3.7 Design against local and distortional buckling according to EN 1993-1-3; 3.7.1 General; 3.7.2 Plane elements without stiffeners; 3.7.3 Plane elements with edge or intermediate stiffeners; 3.7.3.1 General; 3.7.3.2 Plane elements with edge stiffeners; 3.7.3.2.1 Conditions; 3.7.3.3.2 General procedure 3.7.3.3 Plane elements with intermediate stiffeners |
| Record Nr. | UNINA-9910829991503321 |
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Dubina Dan
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| Berlin, [Germany] : , : ECCS - European Convention for Constructional Steelwork, , 2012 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Dictionnaire raisonné de l'architecture française du XIe au XVIe siècle / par M. Viollet-le-Duc
| Dictionnaire raisonné de l'architecture française du XIe au XVIe siècle / par M. Viollet-le-Duc |
| Autore | Viollet-le-Duc, Eugène Emmanuel <1814-1879> |
| Pubbl/distr/stampa | Paris : A. Morel éd, 1867- |
| Descrizione fisica | 10 v. ; 25 cm |
| Disciplina | 720.944 |
| Soggetto non controllato | Architettura - Francia - Sec. 11. - 16 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | fre |
| Record Nr. | UNINA-990000132610403321 |
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Viollet-le-Duc, Eugène Emmanuel <1814-1879>
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| Paris : A. Morel éd, 1867- | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Encyclopedie medievale / d'apres Violet Le Duc ; refonte du Dictionnaire raisonné de l'architecture réalisée par Georges Bernage ; mise en pages de Marc Le Carpentier
| Encyclopedie medievale / d'apres Violet Le Duc ; refonte du Dictionnaire raisonné de l'architecture réalisée par Georges Bernage ; mise en pages de Marc Le Carpentier |
| Autore | Viollet-le-Duc, Eugène Emmanuel <1814-1879> |
| Pubbl/distr/stampa | [Paris] : Bibliotheque de l'image, 2002 |
| Descrizione fisica | 720 p. : ill. ; 35 cm |
| Disciplina | 720.944 |
| Soggetto non controllato | Architettura - Medioevo - Dizionari |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | fre |
| Nota di contenuto | Tome 1.: Architecture, Tome 2.: Architecture & mobilier |
| Record Nr. | UNINA-990008455690403321 |
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Viollet-le-Duc, Eugène Emmanuel <1814-1879>
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| [Paris] : Bibliotheque de l'image, 2002 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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