2.1: L'interpretazione elastica / Piero Pozzati |
Autore | Pozzati, Piero |
Edizione | [Ristampa riveduta] |
Pubbl/distr/stampa | Torino, : UTET, 1980 |
Descrizione fisica | XVI, 413 p. ; 25 cm |
Disciplina |
620
624.1 624.17723 |
Soggetto topico | Strutture edilizie - Progettazione |
ISBN | 8802035253 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | ita |
Record Nr. | UNISANNIO-MIL0059948 |
Pozzati, Piero
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Torino, : UTET, 1980 | ||
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Lo trovi qui: Univ. del Sannio | ||
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2.2: Applicazioni pratiche / Piero Pozzati, Claudio Ceccoli |
Autore | Pozzati, Piero |
Edizione | [Rist. riv] |
Pubbl/distr/stampa | Torino, : UTET, c1980 |
Descrizione fisica | XIX, 575 p. ; 25 cm. |
Disciplina |
624.1
624.17723 720 |
Altri autori (Persone) | Ceccoli, Claudio |
Soggetto topico | Travi - Calcolo |
ISBN | 8802035261 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | ita |
Record Nr. | UNISANNIO-MIL0059957 |
Pozzati, Piero
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Torino, : UTET, c1980 | ||
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Lo trovi qui: Univ. del Sannio | ||
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2.: Teoria della trave / Vincenzo Franciosi |
Autore | Franciosi, Vincenzo <1925-1989> |
Pubbl/distr/stampa | Napoli : Liguori, stampa 1962 |
Descrizione fisica | 437 p. : ill. ; 25 cm |
Disciplina | 624.17723 |
Soggetto non controllato | Travi |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | ita |
Record Nr. | UNINA-9910309447103321 |
Franciosi, Vincenzo <1925-1989>
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Napoli : Liguori, stampa 1962 | ||
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Lo trovi qui: Univ. Federico II | ||
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3.1: Travi metalliche / Claudio Ceccoli, Piero Pozzati |
Autore | Ceccoli, Claudio |
Pubbl/distr/stampa | Torino, : UTET, ©1987 |
Descrizione fisica | XX, 418 p. : ill. ; 25 cm |
Disciplina |
620
624.1 624.17723 |
Altri autori (Persone) | Pozzati, Piero |
Soggetto topico | Travi |
ISBN | 8802041458 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | ita |
Record Nr. | UNISANNIO-MIL0140846 |
Ceccoli, Claudio
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Torino, : UTET, ©1987 | ||
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Lo trovi qui: Univ. del Sannio | ||
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3: Teoria della trave / Erasmo Viola |
Autore | Viola, Erasmo |
Pubbl/distr/stampa | Bologna, : Pitagora, ©1992 |
Descrizione fisica | XV, 425 p. ; 24 cm. |
Disciplina |
624.1
624.17723 |
Soggetto topico |
Scienza delle costruzioni
Travi - Calcolo |
ISBN | 883710555X |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | ita |
Record Nr. | UNISANNIO-CFI0213494 |
Viola, Erasmo
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Bologna, : Pitagora, ©1992 | ||
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Lo trovi qui: Univ. del Sannio | ||
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Analysis and design of elastic beams [[electronic resource] ] : computational methods / / Walter D. Pilkey |
Autore | Pilkey Walter D |
Pubbl/distr/stampa | New York, : Wiley, c2002 |
Descrizione fisica | 1 online resource (479 p.) |
Disciplina | 624.17723 |
Soggetto topico |
Girders
Thin-walled structures |
Soggetto genere / forma | Electronic books. |
ISBN |
1-280-36292-8
9786610362929 0-470-35572-7 0-470-17266-5 0-471-42321-1 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
ANALYSIS AND DESIGN OF ELASTIC BEAMS; CONTENTS; PREFACE; 1 BEAMS IN BENDING; 1.1 Review of Linear Elasticity; 1.1.1 Kinematical Strain-Displacement Equations; 1.1.2 Material Law; 1.1.3 Equations of Equilibrium; 1.1.4 Surface Forces and Boundary Conditions; 1.1.5 Other Forms of the Governing Differential Equations; 1.2 Bending Stresses in a Beam in Pure Bending; 1.3 Principal Bending Axes; 1.4 Axial Loads; 1.5 Elasticity Solution for Pure Bending; References; 2 BEAM ELEMENTS; 2.1 Fundamental Engineering Theory Equations for a Straight Beam; 2.1.1 Geometry of Deformation
2.1.2 Force-Deformation Relations2.1.3 Equations of Equilibrium; 2.1.4 Boundary Conditions; 2.1.5 Displacement Form of the Governing Differential Equations; 2.1.6 Mixed Form of the Governing Differential Equations; 2.1.7 Principle of Virtual Work: Integral Form of the Governing Equations; 2.2 Response of Beam Elements; 2.2.1 First-Order Form of the Governing Equations; 2.2.2 Sign Conventions for Beams; 2.2.3 Definition of Stiffness Matrices; 2.2.4 Determination of Stiffness Matrices; 2.2.5 Development of an Element by Mapping from a Reference Element; 2.3 Mass Matrices for Dynamic Problems 2.3.1 Consistent Mass Matrices2.3.2 Lumped Mass Matrices; 2.3.3 Exact Mass and Dynamic Stiffness Matrices; 2.4 Geometric Stiffness Matrices for Beams with Axial Loading; 2.5 Thermoelastic Analysis; References; 3 BEAM SYSTEMS; 3.1 Structural Systems; 3.1.1 Coordinate System and Degrees of Freedom; 3.1.2 Transformation of Forces and Displacements; 3.2 Displacement Method of Analysis; 3.2.1 Direct Stiffness Method; 3.2.2 Characteristics of the Displacement Method; 3.3 Transfer Matrix Method of Analysis; 3.4 Dynamic Responses; 3.4.1 Free Vibration Analysis; 3.4.2 Forced Response 3.5 Stability Analysis3.6 Analyses Using Exact Stiffness Matrices; References; 4 FINITE ELEMENTS FOR CROSS-SECTIONAL ANALYSIS; 4.1 Shape Functions; 4.2 Transformation of Derivatives and Integrals; 4.3 Integrals; 4.4 Cross-Sectional Properties; 4.5 Modulus-Weighted Properties; References; 5 SAINT-VENANT TORSION; 5.1 Fundamentals of Saint-Venant Torsion; 5.1.1 Force Formulation; 5.1.2 Membrane Analogy; 5.2 Classical Formulas for Thin-Walled Cross Sections; 5.2.1 Open Sections; 5.2.2 Closed Sections, Hollow Shafts; 5.3 Composite Cross Sections; 5.4 Stiffness Matrices 5.4.1 Principle of Virtual Work5.4.2 Weighted Residual Methods; 5.4.3 Isoparametric Elements; 5.5 Assembly of System Matrices; 5.6 Calculation of the Torsional Constant and Stresses; 5.7 Alternative Computational Methods; 5.7.1 Boundary Integral Equations; 5.7.2 Boundary Element Method; 5.7.3 Direct Integration of the Integral Equations; References; 6 BEAMS UNDER TRANSVERSE SHEAR LOADS; 6.1 Transverse Shear Stresses in a Prismatic Beam; 6.1.1 Approximate Shear Stress Formulas Based on Engineering Beam Theory; 6.1.2 Theory of Elasticity Solution; 6.1.3 Composite Cross Section 6.1.4 Finite Element Solution Formulation |
Record Nr. | UNINA-9910143570803321 |
Pilkey Walter D
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New York, : Wiley, c2002 | ||
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Lo trovi qui: Univ. Federico II | ||
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Analysis and design of elastic beams [[electronic resource] ] : computational methods / / Walter D. Pilkey |
Autore | Pilkey Walter D |
Pubbl/distr/stampa | New York, : Wiley, c2002 |
Descrizione fisica | 1 online resource (479 p.) |
Disciplina | 624.17723 |
Soggetto topico |
Girders
Thin-walled structures |
ISBN |
1-280-36292-8
9786610362929 0-470-35572-7 0-470-17266-5 0-471-42321-1 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
ANALYSIS AND DESIGN OF ELASTIC BEAMS; CONTENTS; PREFACE; 1 BEAMS IN BENDING; 1.1 Review of Linear Elasticity; 1.1.1 Kinematical Strain-Displacement Equations; 1.1.2 Material Law; 1.1.3 Equations of Equilibrium; 1.1.4 Surface Forces and Boundary Conditions; 1.1.5 Other Forms of the Governing Differential Equations; 1.2 Bending Stresses in a Beam in Pure Bending; 1.3 Principal Bending Axes; 1.4 Axial Loads; 1.5 Elasticity Solution for Pure Bending; References; 2 BEAM ELEMENTS; 2.1 Fundamental Engineering Theory Equations for a Straight Beam; 2.1.1 Geometry of Deformation
2.1.2 Force-Deformation Relations2.1.3 Equations of Equilibrium; 2.1.4 Boundary Conditions; 2.1.5 Displacement Form of the Governing Differential Equations; 2.1.6 Mixed Form of the Governing Differential Equations; 2.1.7 Principle of Virtual Work: Integral Form of the Governing Equations; 2.2 Response of Beam Elements; 2.2.1 First-Order Form of the Governing Equations; 2.2.2 Sign Conventions for Beams; 2.2.3 Definition of Stiffness Matrices; 2.2.4 Determination of Stiffness Matrices; 2.2.5 Development of an Element by Mapping from a Reference Element; 2.3 Mass Matrices for Dynamic Problems 2.3.1 Consistent Mass Matrices2.3.2 Lumped Mass Matrices; 2.3.3 Exact Mass and Dynamic Stiffness Matrices; 2.4 Geometric Stiffness Matrices for Beams with Axial Loading; 2.5 Thermoelastic Analysis; References; 3 BEAM SYSTEMS; 3.1 Structural Systems; 3.1.1 Coordinate System and Degrees of Freedom; 3.1.2 Transformation of Forces and Displacements; 3.2 Displacement Method of Analysis; 3.2.1 Direct Stiffness Method; 3.2.2 Characteristics of the Displacement Method; 3.3 Transfer Matrix Method of Analysis; 3.4 Dynamic Responses; 3.4.1 Free Vibration Analysis; 3.4.2 Forced Response 3.5 Stability Analysis3.6 Analyses Using Exact Stiffness Matrices; References; 4 FINITE ELEMENTS FOR CROSS-SECTIONAL ANALYSIS; 4.1 Shape Functions; 4.2 Transformation of Derivatives and Integrals; 4.3 Integrals; 4.4 Cross-Sectional Properties; 4.5 Modulus-Weighted Properties; References; 5 SAINT-VENANT TORSION; 5.1 Fundamentals of Saint-Venant Torsion; 5.1.1 Force Formulation; 5.1.2 Membrane Analogy; 5.2 Classical Formulas for Thin-Walled Cross Sections; 5.2.1 Open Sections; 5.2.2 Closed Sections, Hollow Shafts; 5.3 Composite Cross Sections; 5.4 Stiffness Matrices 5.4.1 Principle of Virtual Work5.4.2 Weighted Residual Methods; 5.4.3 Isoparametric Elements; 5.5 Assembly of System Matrices; 5.6 Calculation of the Torsional Constant and Stresses; 5.7 Alternative Computational Methods; 5.7.1 Boundary Integral Equations; 5.7.2 Boundary Element Method; 5.7.3 Direct Integration of the Integral Equations; References; 6 BEAMS UNDER TRANSVERSE SHEAR LOADS; 6.1 Transverse Shear Stresses in a Prismatic Beam; 6.1.1 Approximate Shear Stress Formulas Based on Engineering Beam Theory; 6.1.2 Theory of Elasticity Solution; 6.1.3 Composite Cross Section 6.1.4 Finite Element Solution Formulation |
Record Nr. | UNINA-9910830387403321 |
Pilkey Walter D
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New York, : Wiley, c2002 | ||
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Lo trovi qui: Univ. Federico II | ||
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Analysis of beams on elastic foundations : using finite difference theory / Glyn Jones |
Autore | JONES, Glyn |
Pubbl/distr/stampa | London : T. Telford, 1997 |
Descrizione fisica | XII, 164 p. : ill. ; 25 cm + 1 floppy disk |
Disciplina | 624.17723 |
Soggetto topico | Travi |
ISBN | 0-7277-2575-0 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNISA-990000325820203316 |
JONES, Glyn
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London : T. Telford, 1997 | ||
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Lo trovi qui: Univ. di Salerno | ||
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Elementi di teoria delle strutture : la trave elastica / Ennio De Rosa |
Autore | De Rosa, Ennio |
Pubbl/distr/stampa | Napoli : Liguori, c2008 |
Descrizione fisica | XI, 174 p. : ill. ; 24 cm |
Disciplina | 624.17723 |
Soggetto non controllato |
Travi
StruttureSollecitazioni |
ISBN | 978-88-207-4269-0 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | ita |
Titolo uniforme | |
Record Nr. | UNIPARTHENOPE-000024026 |
De Rosa, Ennio
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Napoli : Liguori, c2008 | ||
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Lo trovi qui: Univ. Parthenope | ||
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Geometric Continuum Mechanics and Induced Beam Theories / / by Simon R. Eugster |
Autore | R. Eugster Simon |
Edizione | [1st ed. 2015.] |
Pubbl/distr/stampa | Cham : , : Springer International Publishing : , : Imprint : Springer, , 2015 |
Descrizione fisica | 1 online resource (146 p.) |
Disciplina | 624.17723 |
Collana | Lecture Notes in Applied and Computational Mechanics |
Soggetto topico |
Mechanics
Mechanics, Applied Continuum physics Solid Mechanics Classical and Continuum Physics |
ISBN | 3-319-16495-3 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Introduction -- Part I Geometric Continuum Mechanics -- Part II Induced Beam Theories. |
Record Nr. | UNINA-9910299689003321 |
R. Eugster Simon
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Cham : , : Springer International Publishing : , : Imprint : Springer, , 2015 | ||
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Lo trovi qui: Univ. Federico II | ||
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