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2.1: L'interpretazione elastica / Piero Pozzati
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  
Torino, : UTET, 1980
Materiale a stampa
Lo trovi qui: Univ. del Sannio
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2.2: Applicazioni pratiche / Piero Pozzati, Claudio Ceccoli
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  
Torino, : UTET, c1980
Materiale a stampa
Lo trovi qui: Univ. del Sannio
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2.: Teoria della trave / Vincenzo Franciosi
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>  
Napoli : Liguori, stampa 1962
Materiale a stampa
Lo trovi qui: Univ. Federico II
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3.1: Travi metalliche / Claudio Ceccoli, Piero Pozzati
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  
Torino, : UTET, ©1987
Materiale a stampa
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3: Teoria della trave / Erasmo Viola
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  
Bologna, : Pitagora, ©1992
Materiale a stampa
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Analysis and design of elastic beams [[electronic resource] ] : computational methods / / Walter D. Pilkey
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  
New York, : Wiley, c2002
Materiale a stampa
Lo trovi qui: Univ. Federico II
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Analysis and design of elastic beams [[electronic resource] ] : computational methods / / Walter D. Pilkey
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  
New York, : Wiley, c2002
Materiale a stampa
Lo trovi qui: Univ. Federico II
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Analysis of beams on elastic foundations : using finite difference theory / Glyn Jones
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  
London : T. Telford, 1997
Materiale a stampa
Lo trovi qui: Univ. di Salerno
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Elementi di teoria delle strutture : la trave elastica / Ennio De Rosa
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  
Napoli : Liguori, c2008
Materiale a stampa
Lo trovi qui: Univ. Parthenope
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Geometric Continuum Mechanics and Induced Beam Theories / / by Simon R. Eugster
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  
Cham : , : Springer International Publishing : , : Imprint : Springer, , 2015
Materiale a stampa
Lo trovi qui: Univ. Federico II
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