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Equilibrio interno delle pile metalliche secondo le leggi della deformazione elastica
| Equilibrio interno delle pile metalliche secondo le leggi della deformazione elastica |
| Autore | Allievi, Lorenzo <1856-1941> |
| Pubbl/distr/stampa | Roma : Coi tipi del Salviucci, 1882 |
| Descrizione fisica | 118 p., 7 tav. : ill. ; 30 cm |
| Disciplina | 624.182 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNINA-990000061440403321 |
| Allievi, Lorenzo <1856-1941> | ||
| Roma : Coi tipi del Salviucci, 1882 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
ESEMPI di collegamenti nelle strutture di acciaio
| ESEMPI di collegamenti nelle strutture di acciaio |
| Pubbl/distr/stampa | Milano : Cisia, s.a. |
| Descrizione fisica | 220 p. : ill. ; 29 cm |
| Disciplina | 624.182 |
| Collana | Dispensa tecnica |
| Soggetto non controllato | Strutture in acciaio |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNINA-990000129760403321 |
| Milano : Cisia, s.a. | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Finite element analysis and design of metal structures / / Ehab Ellobody, Ran Feng, Ben Young
| Finite element analysis and design of metal structures / / Ehab Ellobody, Ran Feng, Ben Young |
| Autore | Ellobody Ehab |
| Pubbl/distr/stampa | Waltham, MA : , : Butterworth-Heinemann, , [2014] |
| Descrizione fisica | 1 online resource (218 p.) |
| Disciplina | 624.182 |
| Altri autori (Persone) |
FengRan
YoungBen |
| Soggetto topico |
Building, Iron and steel - Design and construction
Structural design |
| Soggetto genere / forma | Electronic books. |
| ISBN | 0-12-416575-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Finite Element Analysis and Design of Metal Structures; Copyright Page; Contents; 1. Introduction; 1.1. General Remarks; 1.2. Types of Metal Structures; 1.3. Experimental Investigations and its Role for Finite Element Modeling; 1.4. Finite Element Modeling of Metal Structures; 1.5. Current Design Codes; References; 2. Review of the General Steps of Finite Element Analysis; 2.1. General Remarks; 2.2. Dividing and Selection of Element Types for Metal Structures; 2.3. Selection of a Displacement Function; 2.4. Definition of the Strain-Displacement and Stress-Strain Relationships
2.5. Derivation of the Element Stiffness Matrix and Equations 2.6. Assemblage of Element Equations; 2.7. Solving the Assembled Equations for the Unknowns; 2.7.1 An Illustrative Example; References; 3. Finite Element Modeling; 3.1. General Remarks; 3.2. Choice of Element Type for Metal Structures; 3.3. Choice of Finite Element Mesh for Metal Structures; 3.4. Material Modeling; 3.5. Modeling of Initial Imperfections; 3.6. Modeling of Residual Stresses; 3.7. Load Application; 3.8. Boundary Conditions; References; 4. Linear and Nonlinear Finite Element Analyses; 4.1. General Remarks 4.2. Analysis Procedures 4.3. Linear Eigenvalue Buckling Analysis; 4.4. Materially Nonlinear Analysis; 4.5. Geometrically Nonlinear Analysis; 4.6. Riks Method; References; 5. Examples of Finite Element Models of Metal Columns; 5.1. General Remarks; 5.2. Previous Work; 5.3. Finite Element Modeling and Example 1; 5.4. Finite Element Modeling and Example 2; 5.5. Finite Element Modeling and Example 3; 5.6. Finite Element Modeling and Example 4; 5.6.1 American Specification; 5.6.2 Australian New/Zealand Standard; 5.6.3 European Code; 5.6.4 Proposed Design Equation 5.6.5 Comparison of Column Strengths References; 6. Examples of Finite Element Models of Metal Beams; 6.1. General Remarks; 6.2. Previous Work; 6.3. Finite Element Modeling and Results of Example 1; 6.4. Finite Element Modeling and Results of Example 2; 6.5. Finite Element Modeling and Results of Example 3; References; 7. Examples of Finite Element Models of Metal Tubular Connections; 7.1. General Remarks; 7.2. Previous Work; 7.3. Experimental Investigations of Metal Tubular Connections; 7.3.1 General; 7.3.2 Scope; 7.3.3 Test Specimens; 7.3.4 Material Properties of Stainless Steel Tubes 7.3.5 Test Rig and Procedure 7.3.5.1 Stainless Steel Tubular T-Joints; 7.3.5.2 Stainless Steel Tubular X-Joints Without Chord Preload; 7.3.5.3 Stainless Steel Tubular X-Joints with Chord Preload; 7.4. Finite Element Modeling of Metal Tubular Connections; 7.4.1 General; 7.4.2 Stainless Steel Tubular T-Joints; 7.4.3 Stainless Steel Tubular X-Joints without Chord Preload; 7.4.4 Stainless Steel Tubular X-Joints with Chord Preload; 7.5. Verification of Finite Element Models; 7.6. Summary; References; 8. Design Examples of Metal Tubular Connections; 8.1. General Remarks 8.2. Parametric Study of Metal Tubular Connections |
| Record Nr. | UNINA-9910453092903321 |
Ellobody Ehab
|
||
| Waltham, MA : , : Butterworth-Heinemann, , [2014] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Finite element analysis and design of metal structures / / Ehab Ellobody, Ran Feng, Ben Young
| Finite element analysis and design of metal structures / / Ehab Ellobody, Ran Feng, Ben Young |
| Autore | Ellobody Ehab |
| Pubbl/distr/stampa | Waltham, MA : , : Butterworth-Heinemann, , 2014 |
| Descrizione fisica | 1 online resource (vi, 211 pages) : illustrations (some color) |
| Disciplina | 624.182 |
| Collana | Gale eBooks |
| Soggetto topico |
Building, Iron and steel - Design and construction
Structural design |
| ISBN | 0-12-416575-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Finite Element Analysis and Design of Metal Structures; Copyright Page; Contents; 1. Introduction; 1.1. General Remarks; 1.2. Types of Metal Structures; 1.3. Experimental Investigations and its Role for Finite Element Modeling; 1.4. Finite Element Modeling of Metal Structures; 1.5. Current Design Codes; References; 2. Review of the General Steps of Finite Element Analysis; 2.1. General Remarks; 2.2. Dividing and Selection of Element Types for Metal Structures; 2.3. Selection of a Displacement Function; 2.4. Definition of the Strain-Displacement and Stress-Strain Relationships
2.5. Derivation of the Element Stiffness Matrix and Equations 2.6. Assemblage of Element Equations; 2.7. Solving the Assembled Equations for the Unknowns; 2.7.1 An Illustrative Example; References; 3. Finite Element Modeling; 3.1. General Remarks; 3.2. Choice of Element Type for Metal Structures; 3.3. Choice of Finite Element Mesh for Metal Structures; 3.4. Material Modeling; 3.5. Modeling of Initial Imperfections; 3.6. Modeling of Residual Stresses; 3.7. Load Application; 3.8. Boundary Conditions; References; 4. Linear and Nonlinear Finite Element Analyses; 4.1. General Remarks 4.2. Analysis Procedures 4.3. Linear Eigenvalue Buckling Analysis; 4.4. Materially Nonlinear Analysis; 4.5. Geometrically Nonlinear Analysis; 4.6. Riks Method; References; 5. Examples of Finite Element Models of Metal Columns; 5.1. General Remarks; 5.2. Previous Work; 5.3. Finite Element Modeling and Example 1; 5.4. Finite Element Modeling and Example 2; 5.5. Finite Element Modeling and Example 3; 5.6. Finite Element Modeling and Example 4; 5.6.1 American Specification; 5.6.2 Australian New/Zealand Standard; 5.6.3 European Code; 5.6.4 Proposed Design Equation 5.6.5 Comparison of Column Strengths References; 6. Examples of Finite Element Models of Metal Beams; 6.1. General Remarks; 6.2. Previous Work; 6.3. Finite Element Modeling and Results of Example 1; 6.4. Finite Element Modeling and Results of Example 2; 6.5. Finite Element Modeling and Results of Example 3; References; 7. Examples of Finite Element Models of Metal Tubular Connections; 7.1. General Remarks; 7.2. Previous Work; 7.3. Experimental Investigations of Metal Tubular Connections; 7.3.1 General; 7.3.2 Scope; 7.3.3 Test Specimens; 7.3.4 Material Properties of Stainless Steel Tubes 7.3.5 Test Rig and Procedure 7.3.5.1 Stainless Steel Tubular T-Joints; 7.3.5.2 Stainless Steel Tubular X-Joints Without Chord Preload; 7.3.5.3 Stainless Steel Tubular X-Joints with Chord Preload; 7.4. Finite Element Modeling of Metal Tubular Connections; 7.4.1 General; 7.4.2 Stainless Steel Tubular T-Joints; 7.4.3 Stainless Steel Tubular X-Joints without Chord Preload; 7.4.4 Stainless Steel Tubular X-Joints with Chord Preload; 7.5. Verification of Finite Element Models; 7.6. Summary; References; 8. Design Examples of Metal Tubular Connections; 8.1. General Remarks 8.2. Parametric Study of Metal Tubular Connections |
| Record Nr. | UNINA-9910790700803321 |
|
Ellobody Ehab
|
||
| Waltham, MA : , : Butterworth-Heinemann, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Finite element analysis and design of metal structures / / Ehab Ellobody, Ran Feng, Ben Young
| Finite element analysis and design of metal structures / / Ehab Ellobody, Ran Feng, Ben Young |
| Autore | Ellobody Ehab |
| Pubbl/distr/stampa | Waltham, MA : , : Butterworth-Heinemann, , 2014 |
| Descrizione fisica | 1 online resource (vi, 211 pages) : illustrations (some color) |
| Disciplina | 624.182 |
| Collana | Gale eBooks |
| Soggetto topico |
Building, Iron and steel - Design and construction
Structural design |
| ISBN | 0-12-416575-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Finite Element Analysis and Design of Metal Structures; Copyright Page; Contents; 1. Introduction; 1.1. General Remarks; 1.2. Types of Metal Structures; 1.3. Experimental Investigations and its Role for Finite Element Modeling; 1.4. Finite Element Modeling of Metal Structures; 1.5. Current Design Codes; References; 2. Review of the General Steps of Finite Element Analysis; 2.1. General Remarks; 2.2. Dividing and Selection of Element Types for Metal Structures; 2.3. Selection of a Displacement Function; 2.4. Definition of the Strain-Displacement and Stress-Strain Relationships
2.5. Derivation of the Element Stiffness Matrix and Equations 2.6. Assemblage of Element Equations; 2.7. Solving the Assembled Equations for the Unknowns; 2.7.1 An Illustrative Example; References; 3. Finite Element Modeling; 3.1. General Remarks; 3.2. Choice of Element Type for Metal Structures; 3.3. Choice of Finite Element Mesh for Metal Structures; 3.4. Material Modeling; 3.5. Modeling of Initial Imperfections; 3.6. Modeling of Residual Stresses; 3.7. Load Application; 3.8. Boundary Conditions; References; 4. Linear and Nonlinear Finite Element Analyses; 4.1. General Remarks 4.2. Analysis Procedures 4.3. Linear Eigenvalue Buckling Analysis; 4.4. Materially Nonlinear Analysis; 4.5. Geometrically Nonlinear Analysis; 4.6. Riks Method; References; 5. Examples of Finite Element Models of Metal Columns; 5.1. General Remarks; 5.2. Previous Work; 5.3. Finite Element Modeling and Example 1; 5.4. Finite Element Modeling and Example 2; 5.5. Finite Element Modeling and Example 3; 5.6. Finite Element Modeling and Example 4; 5.6.1 American Specification; 5.6.2 Australian New/Zealand Standard; 5.6.3 European Code; 5.6.4 Proposed Design Equation 5.6.5 Comparison of Column Strengths References; 6. Examples of Finite Element Models of Metal Beams; 6.1. General Remarks; 6.2. Previous Work; 6.3. Finite Element Modeling and Results of Example 1; 6.4. Finite Element Modeling and Results of Example 2; 6.5. Finite Element Modeling and Results of Example 3; References; 7. Examples of Finite Element Models of Metal Tubular Connections; 7.1. General Remarks; 7.2. Previous Work; 7.3. Experimental Investigations of Metal Tubular Connections; 7.3.1 General; 7.3.2 Scope; 7.3.3 Test Specimens; 7.3.4 Material Properties of Stainless Steel Tubes 7.3.5 Test Rig and Procedure 7.3.5.1 Stainless Steel Tubular T-Joints; 7.3.5.2 Stainless Steel Tubular X-Joints Without Chord Preload; 7.3.5.3 Stainless Steel Tubular X-Joints with Chord Preload; 7.4. Finite Element Modeling of Metal Tubular Connections; 7.4.1 General; 7.4.2 Stainless Steel Tubular T-Joints; 7.4.3 Stainless Steel Tubular X-Joints without Chord Preload; 7.4.4 Stainless Steel Tubular X-Joints with Chord Preload; 7.5. Verification of Finite Element Models; 7.6. Summary; References; 8. Design Examples of Metal Tubular Connections; 8.1. General Remarks 8.2. Parametric Study of Metal Tubular Connections |
| Record Nr. | UNINA-9910821661803321 |
|
Ellobody Ehab
|
||
| Waltham, MA : , : Butterworth-Heinemann, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
FRP-strengthened metallic structures / / Xiao-Ling Zhao
| FRP-strengthened metallic structures / / Xiao-Ling Zhao |
| Autore | Zhao Xiao-Ling |
| Pubbl/distr/stampa | Boca Raton : , : CRC Press, , 2014 |
| Descrizione fisica | 1 online resource (280 p.) |
| Disciplina |
624.1/8923
624.182 624.18923 |
| Collana | Spon research FRP-strengthened metallic structures |
| Soggetto topico |
Building, Iron and steel - Materials
Buildings - Maintenance - Materials Fiber-reinforced plastics Adhesives |
| ISBN |
1-138-07433-0
0-429-20743-3 0-415-46821-3 |
| Classificazione | TEC009020TEC021000TEC063000 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Front Cover; Contents; Preface; Acknowledgments; Notation; Author; Chapter 1 - Introduction; Chapter 2 - FRP composites and metals; Chapter 3 - Behaviour of the bond between FRP and metal; Chapter 4 - Flexural strengthening of steel and steel-concrete composite beams with FRP laminates; Chapter 5 - Strengthening of compression members; Chapter 6 - Strengthening of web crippling of beams subject to end bearing forces; Chapter 7 - Enhancement of fatigue performance; Back Cover |
| Record Nr. | UNINA-9910787583303321 |
|
Zhao Xiao-Ling
|
||
| Boca Raton : , : CRC Press, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
FRP-strengthened metallic structures / / Xiao-Ling Zhao
| FRP-strengthened metallic structures / / Xiao-Ling Zhao |
| Autore | Zhao Xiao-Ling |
| Pubbl/distr/stampa | Boca Raton : , : CRC Press, , 2014 |
| Descrizione fisica | 1 online resource (280 p.) |
| Disciplina |
624.1/8923
624.182 624.18923 |
| Collana | Spon research FRP-strengthened metallic structures |
| Soggetto topico |
Building, Iron and steel - Materials
Buildings - Maintenance - Materials Fiber-reinforced plastics Adhesives |
| ISBN |
1-138-07433-0
0-429-20743-3 0-415-46821-3 |
| Classificazione | TEC009020TEC021000TEC063000 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Front Cover; Contents; Preface; Acknowledgments; Notation; Author; Chapter 1 - Introduction; Chapter 2 - FRP composites and metals; Chapter 3 - Behaviour of the bond between FRP and metal; Chapter 4 - Flexural strengthening of steel and steel-concrete composite beams with FRP laminates; Chapter 5 - Strengthening of compression members; Chapter 6 - Strengthening of web crippling of beams subject to end bearing forces; Chapter 7 - Enhancement of fatigue performance; Back Cover |
| Record Nr. | UNINA-9910800198803321 |
|
Zhao Xiao-Ling
|
||
| Boca Raton : , : CRC Press, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
FRP-strengthened metallic structures / / Xiao-Ling Zhao
| FRP-strengthened metallic structures / / Xiao-Ling Zhao |
| Autore | Zhao Xiao-Ling |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Boca Raton : , : CRC Press, , 2014 |
| Descrizione fisica | 1 online resource (280 p.) |
| Disciplina |
624.1/8923
624.182 624.18923 |
| Collana | Spon research FRP-strengthened metallic structures |
| Soggetto topico |
Building, Iron and steel - Materials
Buildings - Maintenance - Materials Fiber-reinforced plastics Adhesives |
| ISBN |
1-138-07433-0
0-429-20743-3 0-415-46821-3 |
| Classificazione | TEC009020TEC021000TEC063000 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Front Cover; Contents; Preface; Acknowledgments; Notation; Author; Chapter 1 - Introduction; Chapter 2 - FRP composites and metals; Chapter 3 - Behaviour of the bond between FRP and metal; Chapter 4 - Flexural strengthening of steel and steel-concrete composite beams with FRP laminates; Chapter 5 - Strengthening of compression members; Chapter 6 - Strengthening of web crippling of beams subject to end bearing forces; Chapter 7 - Enhancement of fatigue performance; Back Cover |
| Record Nr. | UNINA-9910811904003321 |
|
Zhao Xiao-Ling
|
||
| Boca Raton : , : CRC Press, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Guida all'Eurocodice 3 : progettazione di edifici in acciaio: EN 1993 - 1-1, -1-3 e -1-8 / Leroy Gardner, David A. Nethercot ; traduzione di Paolo Rugarli
| Guida all'Eurocodice 3 : progettazione di edifici in acciaio: EN 1993 - 1-1, -1-3 e -1-8 / Leroy Gardner, David A. Nethercot ; traduzione di Paolo Rugarli |
| Autore | Gardner, Leroy |
| Pubbl/distr/stampa | Roma : EPC, 2012 |
| Descrizione fisica | xiii, 192 p. : ill. ; 31 cm |
| Disciplina | 624.182 |
| Altri autori (Persone) |
Nethercot, David A.
Rugarli, Paolo |
| Collana | Designers' guides to the eurocodes |
| Soggetto topico |
Structural design - Standards - Europe
Building, Iron and steel - Standards - Europe Standards, Engineering - Europe |
| ISBN | 9788863102789 (pt. 3) |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Nota di contenuto | Pt. 3. Progettazione di edifici in acciaio |
| Record Nr. | UNISALENTO-991001910599707536 |
|
Gardner, Leroy
|
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| Roma : EPC, 2012 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. del Salento | ||
| ||
Guide pratique pour l'étude et l'exécution des constructions en fer : à l'usage des architectes, ingénieurs,conducteurs de travaux, élèves des écoles / L. Cornu
| Guide pratique pour l'étude et l'exécution des constructions en fer : à l'usage des architectes, ingénieurs,conducteurs de travaux, élèves des écoles / L. Cornu |
| Autore | Cornu, L. |
| Edizione | [Nouvelle éd. revue et augmentée] |
| Pubbl/distr/stampa | Paris : E. Bernard et C., 1887 |
| Descrizione fisica | v. ; 22 cm |
| Disciplina | 624.182 |
| Soggetto non controllato | Costruzioni in ferro |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNINA-990000097300403321 |
|
Cornu, L.
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| Paris : E. Bernard et C., 1887 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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