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C.a. e c.a.p. : calcolo di progetto e tecniche costruttive / Fritz Leonhardt
| C.a. e c.a.p. : calcolo di progetto e tecniche costruttive / Fritz Leonhardt |
| Autore | Leonhardt, Fritz |
| Pubbl/distr/stampa | Milano : Edizioni di scienza e tecnica, 1976- |
| Descrizione fisica | v. : ill. ; 30 cm |
| Disciplina |
624.18341
624.183412 |
| Soggetto topico |
Buildings, Reinforced concrete
Reinforced concrete construction |
| ISBN | 8870280047 (v.3) |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Nota di contenuto |
v.3: L'armatura nelle costruzioni in cemento armato : statica, tecnologia, tipologia / F. Leonhardt, Eduard Mönnig. - 1977. - xiii, 256 p.
v.5 Il precompresso : calcolo - verifiche - tecnologie / F. Leonhardt. - 1980. - xi, 289 p. |
| Record Nr. | UNISALENTO-991001614089707536 |
Leonhardt, Fritz
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| Milano : Edizioni di scienza e tecnica, 1976- | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. del Salento | ||
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Il calcolo agli stati limite : progetto e verifica delle sezioni in c.a. / Vincenzo Perrone
| Il calcolo agli stati limite : progetto e verifica delle sezioni in c.a. / Vincenzo Perrone |
| Autore | Perrone, Vincenzo |
| Pubbl/distr/stampa | Benevento : Hevelius, c2004 |
| Descrizione fisica | 415 p. ; 24 cm |
| Disciplina | 624.18341 |
| Soggetto topico |
Buildings, Reinforced concrete
Reinforced concrete construction |
| ISBN | 8886977565 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNISALENTO-991003607759707536 |
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Perrone, Vincenzo
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| Benevento : Hevelius, c2004 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. del Salento | ||
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Calcolo completo di un edificio con esecutivi di cantiere / Simone Giancane, Giuseppe Castiglia
| Calcolo completo di un edificio con esecutivi di cantiere / Simone Giancane, Giuseppe Castiglia |
| Autore | Giancane, Simone |
| Edizione | [4. ed.] |
| Pubbl/distr/stampa | Palermo : Dario Flaccovio, c2005 |
| Descrizione fisica | 213 p. ; 24 cm + 1 CD ROM |
| Disciplina |
624.18341
624.1762 |
| Altri autori (Persone) | Castiglia, Giuseppeauthor |
| Collana | CD Book |
| Soggetto topico |
Patent laws and legislation - Italy
Earthquake engineering Buildings, Reinforced concrete Reinforced concrete construction |
| ISBN | 8877586508 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNISALENTO-991000426549707536 |
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Giancane, Simone
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| Palermo : Dario Flaccovio, c2005 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. del Salento | ||
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Il calcolo del cemento armato : con i metodi dalle tensioni ammissibili e degli stati limite / R. Calzona, C. Cestelli Guidi
| Il calcolo del cemento armato : con i metodi dalle tensioni ammissibili e degli stati limite / R. Calzona, C. Cestelli Guidi |
| Autore | Calzona, Remo |
| Edizione | [3. ed. aggiornata con le norme 1992] |
| Pubbl/distr/stampa | Milano : Hoepli, c1992 |
| Descrizione fisica | xxiv, 530 p. : ill. ; 24 cm |
| Disciplina | 624.18341 |
| Altri autori (Persone) | Cestelli Guidi, Carlo |
| Soggetto topico |
Buildings, Reinforced concrete
Reinforced concrete construction |
| ISBN | 8820320029 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNISALENTO-991001146759707536 |
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Calzona, Remo
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| Milano : Hoepli, c1992 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. del Salento | ||
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Il cemento armato : dalle tensioni ammissibili agli stati limite : un approccio unitario / Aurelio Ghersi
| Il cemento armato : dalle tensioni ammissibili agli stati limite : un approccio unitario / Aurelio Ghersi |
| Autore | Ghersi, Aurelio |
| Pubbl/distr/stampa | Palermo : Dario Flaccovio, c2005 |
| Descrizione fisica | 469 p. : ill. ; 24 cm |
| Disciplina | 624.18341 |
| Soggetto topico |
Buildings, Reinforced concrete
Reinforced concrete construction |
| ISBN | 9788877586650 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNISALENTO-991000805519707536 |
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Ghersi, Aurelio
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| Palermo : Dario Flaccovio, c2005 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. del Salento | ||
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Collaudo statico delle strutture in cemento armato normale e precompresso e delle strutture metalliche / Salvatore Lombardo, Filippo Mortellaro
| Collaudo statico delle strutture in cemento armato normale e precompresso e delle strutture metalliche / Salvatore Lombardo, Filippo Mortellaro |
| Autore | Lombardo, Salvatore |
| Pubbl/distr/stampa | Palermo : Dario Flaccovio, 1998 |
| Descrizione fisica | 777 p. : ill. ; 24 cm |
| Disciplina | 624.18341 |
| Soggetto topico |
Buildings, Reinforced concrete
Reinforced concrete construction |
| ISBN | 8877583312 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNISALENTO-991001790829707536 |
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Lombardo, Salvatore
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| Palermo : Dario Flaccovio, 1998 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. del Salento | ||
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Computational methods for reinforced concrete structures / / Ulrich Häussler-Combe
| Computational methods for reinforced concrete structures / / Ulrich Häussler-Combe |
| Autore | Haussler-Combe Ulrich |
| Edizione | [2nd ed.] |
| Pubbl/distr/stampa | Berlin, Germany : , : Ernst & Sohn, , 2015 |
| Descrizione fisica | 1 online resource (356 p.) |
| Disciplina | 624.18340285 |
| Soggetto topico |
Buildings, Reinforced concrete
Finite element method Reinforced concrete construction |
| ISBN |
3-433-60363-4
3-433-60361-8 3-433-60362-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Title Page; Preface; Contents; Notations; 1 Finite Elements Overview; 1.1 Modeling Basics; 1.2 Discretization Outline; 1.3 Elements; 1.4 Material Behavior; 1.5 Weak Equilibrium and Spatial Discretization; 1.6 Numerical Integration and Solution Methods for Algebraic Systems; 1.7 Convergence; 2 Uniaxial Structural Concrete Behavior; 2.1 Scales and Short-Term Stress-Strain Behavior of Homogenized Concrete; 2.2 Long-Term Behavior - Creep and Imposed Strains; 2.3 Reinforcing Steel Stress-Strain Behavior; 2.4 Bond between Concrete and Reinforcing Steel; 2.5 The Smeared Crack Model
2.6 The Reinforced Tension Bar2.7 Tension Stiffening of Reinforced Tension Bar; 3 Structural Beams and Frames; 3.1 Cross-Sectional Behavior; 3.1.1 Kinematics; 3.1.2 Linear Elastic Behavior; 3.1.3 Cracked Reinforced Concrete Behavior; 3.1.3.1 Compressive Zone and Internal Forces; 3.1.3.2 Linear Concrete Compressive Behavior with Reinforcement; 3.1.3.3 Nonlinear Behavior of Concrete and Reinforcement; 3.2 Equilibrium of Beams; 3.3 Finite Element Types for Plane Beams; 3.3.1 Basics; 3.3.2 Finite Elements for the Bernoulli Beam; 3.3.3 Finite Elements for the Timoshenko Beam 3.4 System Building and Solution Methods3.4.1 Elementwise Integration; 3.4.2 Transformation and Assemblage; 3.4.3 Kinematic Boundary Conditions and Solution; 3.5 Further Aspects of Reinforced Concrete; 3.5.1 Creep; 3.5.2 Temperature and Shrinkage; 3.5.3 Tension Stiffening; 3.5.4 Shear Stiffness for Reinforced Cracked Concrete Sections; 3.6 Prestressing; 3.7 Large Deformations and Second-Order Analysis; 3.8 Dynamics of Beams; 4 Strut-and-Tie Models; 4.1 Elastic Plate Solutions; 4.2 Modeling; 4.3 Solution Methods for Trusses; 4.4 Rigid-Plastic Truss Models; 4.5 More Application Aspects 5 Multiaxial Concrete Material Behavior5.1 Basics; 5.1.1 Continua and Scales; 5.1.2 Characteristics of Concrete Behavior; 5.2 Continuum Mechanics; 5.2.1 Displacements and Strains; 5.2.2 Stresses and Material Laws; 5.2.3 Coordinate Transformations and Principal States; 5.3 Isotropy, Linearity, and Orthotropy; 5.3.1 Isotropy and Linear Elasticity; 5.3.2 Orthotropy; 5.3.3 Plane Stress and Strain; 5.4 Nonlinear Material Behavior; 5.4.1 Tangential Stiffness; 5.4.2 Principal Stress Space and Isotropic Strength; 5.4.3 Strength of Concrete 5.4.4 Phenomenological Approach for the Biaxial Anisotropic Stress-Strain Behavior5.5 Isotropic Plasticity; 5.5.1 A Framework for Multiaxial Elastoplasticity; 5.5.2 Pressure-Dependent Yield Functions; 5.6 Isotropic Damage; 5.7 Multiaxial Crack Modeling; 5.7.1 Basic Concepts of Crack Modeling; 5.7.2 Multiaxial Smeared Crack Model; 5.8 The Microplane Model; 5.9 Localization and Regularization; 5.9.1 Mesh Dependency; 5.9.2 Regularization; 5.9.3 Gradient Damage; 5.10 General Requirements for Material Laws; 6 Plates; 6.1 Lower Bound Limit Analysis; 6.1.1 The General Approach 6.1.2 Reinforced Concrete Contributions |
| Record Nr. | UNISA-996203495503316 |
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Haussler-Combe Ulrich
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| Berlin, Germany : , : Ernst & Sohn, , 2015 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
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Computational methods for reinforced concrete structures / / Ulrich Häussler-Combe
| Computational methods for reinforced concrete structures / / Ulrich Häussler-Combe |
| Autore | Haussler-Combe Ulrich |
| Edizione | [2nd ed.] |
| Pubbl/distr/stampa | Berlin, Germany : , : Ernst & Sohn, , 2015 |
| Descrizione fisica | 1 online resource (356 p.) |
| Disciplina | 624.18340285 |
| Soggetto topico |
Buildings, Reinforced concrete
Finite element method Reinforced concrete construction |
| ISBN |
3-433-60363-4
3-433-60361-8 3-433-60362-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Title Page; Preface; Contents; Notations; 1 Finite Elements Overview; 1.1 Modeling Basics; 1.2 Discretization Outline; 1.3 Elements; 1.4 Material Behavior; 1.5 Weak Equilibrium and Spatial Discretization; 1.6 Numerical Integration and Solution Methods for Algebraic Systems; 1.7 Convergence; 2 Uniaxial Structural Concrete Behavior; 2.1 Scales and Short-Term Stress-Strain Behavior of Homogenized Concrete; 2.2 Long-Term Behavior - Creep and Imposed Strains; 2.3 Reinforcing Steel Stress-Strain Behavior; 2.4 Bond between Concrete and Reinforcing Steel; 2.5 The Smeared Crack Model
2.6 The Reinforced Tension Bar2.7 Tension Stiffening of Reinforced Tension Bar; 3 Structural Beams and Frames; 3.1 Cross-Sectional Behavior; 3.1.1 Kinematics; 3.1.2 Linear Elastic Behavior; 3.1.3 Cracked Reinforced Concrete Behavior; 3.1.3.1 Compressive Zone and Internal Forces; 3.1.3.2 Linear Concrete Compressive Behavior with Reinforcement; 3.1.3.3 Nonlinear Behavior of Concrete and Reinforcement; 3.2 Equilibrium of Beams; 3.3 Finite Element Types for Plane Beams; 3.3.1 Basics; 3.3.2 Finite Elements for the Bernoulli Beam; 3.3.3 Finite Elements for the Timoshenko Beam 3.4 System Building and Solution Methods3.4.1 Elementwise Integration; 3.4.2 Transformation and Assemblage; 3.4.3 Kinematic Boundary Conditions and Solution; 3.5 Further Aspects of Reinforced Concrete; 3.5.1 Creep; 3.5.2 Temperature and Shrinkage; 3.5.3 Tension Stiffening; 3.5.4 Shear Stiffness for Reinforced Cracked Concrete Sections; 3.6 Prestressing; 3.7 Large Deformations and Second-Order Analysis; 3.8 Dynamics of Beams; 4 Strut-and-Tie Models; 4.1 Elastic Plate Solutions; 4.2 Modeling; 4.3 Solution Methods for Trusses; 4.4 Rigid-Plastic Truss Models; 4.5 More Application Aspects 5 Multiaxial Concrete Material Behavior5.1 Basics; 5.1.1 Continua and Scales; 5.1.2 Characteristics of Concrete Behavior; 5.2 Continuum Mechanics; 5.2.1 Displacements and Strains; 5.2.2 Stresses and Material Laws; 5.2.3 Coordinate Transformations and Principal States; 5.3 Isotropy, Linearity, and Orthotropy; 5.3.1 Isotropy and Linear Elasticity; 5.3.2 Orthotropy; 5.3.3 Plane Stress and Strain; 5.4 Nonlinear Material Behavior; 5.4.1 Tangential Stiffness; 5.4.2 Principal Stress Space and Isotropic Strength; 5.4.3 Strength of Concrete 5.4.4 Phenomenological Approach for the Biaxial Anisotropic Stress-Strain Behavior5.5 Isotropic Plasticity; 5.5.1 A Framework for Multiaxial Elastoplasticity; 5.5.2 Pressure-Dependent Yield Functions; 5.6 Isotropic Damage; 5.7 Multiaxial Crack Modeling; 5.7.1 Basic Concepts of Crack Modeling; 5.7.2 Multiaxial Smeared Crack Model; 5.8 The Microplane Model; 5.9 Localization and Regularization; 5.9.1 Mesh Dependency; 5.9.2 Regularization; 5.9.3 Gradient Damage; 5.10 General Requirements for Material Laws; 6 Plates; 6.1 Lower Bound Limit Analysis; 6.1.1 The General Approach 6.1.2 Reinforced Concrete Contributions |
| Record Nr. | UNINA-9910140506703321 |
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Haussler-Combe Ulrich
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| Berlin, Germany : , : Ernst & Sohn, , 2015 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Computational methods for reinforced concrete structures / / Ulrich Häussler-Combe
| Computational methods for reinforced concrete structures / / Ulrich Häussler-Combe |
| Autore | Haussler-Combe Ulrich |
| Edizione | [2nd ed.] |
| Pubbl/distr/stampa | Berlin, Germany : , : Ernst & Sohn, , 2015 |
| Descrizione fisica | 1 online resource (356 p.) |
| Disciplina | 624.18340285 |
| Soggetto topico |
Buildings, Reinforced concrete
Finite element method Reinforced concrete construction |
| ISBN |
3-433-60363-4
3-433-60361-8 3-433-60362-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Title Page; Preface; Contents; Notations; 1 Finite Elements Overview; 1.1 Modeling Basics; 1.2 Discretization Outline; 1.3 Elements; 1.4 Material Behavior; 1.5 Weak Equilibrium and Spatial Discretization; 1.6 Numerical Integration and Solution Methods for Algebraic Systems; 1.7 Convergence; 2 Uniaxial Structural Concrete Behavior; 2.1 Scales and Short-Term Stress-Strain Behavior of Homogenized Concrete; 2.2 Long-Term Behavior - Creep and Imposed Strains; 2.3 Reinforcing Steel Stress-Strain Behavior; 2.4 Bond between Concrete and Reinforcing Steel; 2.5 The Smeared Crack Model
2.6 The Reinforced Tension Bar2.7 Tension Stiffening of Reinforced Tension Bar; 3 Structural Beams and Frames; 3.1 Cross-Sectional Behavior; 3.1.1 Kinematics; 3.1.2 Linear Elastic Behavior; 3.1.3 Cracked Reinforced Concrete Behavior; 3.1.3.1 Compressive Zone and Internal Forces; 3.1.3.2 Linear Concrete Compressive Behavior with Reinforcement; 3.1.3.3 Nonlinear Behavior of Concrete and Reinforcement; 3.2 Equilibrium of Beams; 3.3 Finite Element Types for Plane Beams; 3.3.1 Basics; 3.3.2 Finite Elements for the Bernoulli Beam; 3.3.3 Finite Elements for the Timoshenko Beam 3.4 System Building and Solution Methods3.4.1 Elementwise Integration; 3.4.2 Transformation and Assemblage; 3.4.3 Kinematic Boundary Conditions and Solution; 3.5 Further Aspects of Reinforced Concrete; 3.5.1 Creep; 3.5.2 Temperature and Shrinkage; 3.5.3 Tension Stiffening; 3.5.4 Shear Stiffness for Reinforced Cracked Concrete Sections; 3.6 Prestressing; 3.7 Large Deformations and Second-Order Analysis; 3.8 Dynamics of Beams; 4 Strut-and-Tie Models; 4.1 Elastic Plate Solutions; 4.2 Modeling; 4.3 Solution Methods for Trusses; 4.4 Rigid-Plastic Truss Models; 4.5 More Application Aspects 5 Multiaxial Concrete Material Behavior5.1 Basics; 5.1.1 Continua and Scales; 5.1.2 Characteristics of Concrete Behavior; 5.2 Continuum Mechanics; 5.2.1 Displacements and Strains; 5.2.2 Stresses and Material Laws; 5.2.3 Coordinate Transformations and Principal States; 5.3 Isotropy, Linearity, and Orthotropy; 5.3.1 Isotropy and Linear Elasticity; 5.3.2 Orthotropy; 5.3.3 Plane Stress and Strain; 5.4 Nonlinear Material Behavior; 5.4.1 Tangential Stiffness; 5.4.2 Principal Stress Space and Isotropic Strength; 5.4.3 Strength of Concrete 5.4.4 Phenomenological Approach for the Biaxial Anisotropic Stress-Strain Behavior5.5 Isotropic Plasticity; 5.5.1 A Framework for Multiaxial Elastoplasticity; 5.5.2 Pressure-Dependent Yield Functions; 5.6 Isotropic Damage; 5.7 Multiaxial Crack Modeling; 5.7.1 Basic Concepts of Crack Modeling; 5.7.2 Multiaxial Smeared Crack Model; 5.8 The Microplane Model; 5.9 Localization and Regularization; 5.9.1 Mesh Dependency; 5.9.2 Regularization; 5.9.3 Gradient Damage; 5.10 General Requirements for Material Laws; 6 Plates; 6.1 Lower Bound Limit Analysis; 6.1.1 The General Approach 6.1.2 Reinforced Concrete Contributions |
| Record Nr. | UNINA-9910815546703321 |
|
Haussler-Combe Ulrich
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| Berlin, Germany : , : Ernst & Sohn, , 2015 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Il controllo strutturale degli edifici in cemento armato e muratura : tecniche diagnostiche, indagini strumentali, esempi di prove su materiali e strutture secondo le nuove normative tecniche per le costruzioni (D.M.14/01/2008) e la circolare esplicativa n. 617 /2009 / di Roberto Giacchetti, Stefano Bufarini, Vincenzo D'Aria
| Il controllo strutturale degli edifici in cemento armato e muratura : tecniche diagnostiche, indagini strumentali, esempi di prove su materiali e strutture secondo le nuove normative tecniche per le costruzioni (D.M.14/01/2008) e la circolare esplicativa n. 617 /2009 / di Roberto Giacchetti, Stefano Bufarini, Vincenzo D'Aria |
| Autore | Bufarini, Stefano |
| Edizione | [2nd ed.] |
| Pubbl/distr/stampa | Roma : EPC Libri, 2010 |
| Descrizione fisica | 316 p. : ill. ; 24 cm |
| Disciplina | 624.18341 |
| Altri autori (Persone) |
Giacchetti, Robertoauthor
D'Aria, Vincenzo |
| Collana | Edilizia. Quaderni per la progettazione |
| Soggetto topico |
Buildings, Reinforced concrete
Reinforced concrete construction |
| ISBN | 9788863102420 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNISALENTO-991002421119707536 |
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Bufarini, Stefano
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| Roma : EPC Libri, 2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. del Salento | ||
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