Time-Dependent Behaviour of Concrete Structures / / Raymond Ian Gilbert, Gianluca Ranzi |
Autore | Gilbert Raymond Ian |
Edizione | [First edition.] |
Pubbl/distr/stampa | Boca Raton, FL : , : CRC Press, , 2010 |
Descrizione fisica | 1 online resource (447 p.) |
Disciplina | 624.1/834 |
Soggetto topico |
Concrete - Deterioration
Concrete - Service life Concrete construction |
ISBN |
0-429-07720-3
1-4822-8871-0 1-282-91911-3 9786612919114 0-203-87939-2 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Book Cover; Title; Copyright; Contents; Preface; Acknowledgements; Notation and sign convention; 1 Time-dependent deformation; 2 Material properties; 3 Design for serviceability: Deflection and crack control; 4 Uncracked sections: Axial loading; 5 Uncracked sections: Axial force and uniaxial bending; 6 Uncracked sections: Axial force and biaxial bending; 7 Cracked sections; 8 Members and structures; 9 Stiffness method and finite-element modelling; Appendix A: Analytical formulations: Euler-Bernoulli beam model; Index |
Record Nr. | UNINA-9910785384203321 |
Gilbert Raymond Ian | ||
Boca Raton, FL : , : CRC Press, , 2010 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Time-Dependent Behaviour of Concrete Structures / / Raymond Ian Gilbert, Gianluca Ranzi |
Autore | Gilbert Raymond Ian |
Edizione | [First edition.] |
Pubbl/distr/stampa | Boca Raton, FL : , : CRC Press, , 2010 |
Descrizione fisica | 1 online resource (447 p.) |
Disciplina | 624.1/834 |
Soggetto topico |
Concrete - Deterioration
Concrete - Service life Concrete construction |
ISBN |
0-429-07720-3
1-4822-8871-0 1-282-91911-3 9786612919114 0-203-87939-2 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Book Cover; Title; Copyright; Contents; Preface; Acknowledgements; Notation and sign convention; 1 Time-dependent deformation; 2 Material properties; 3 Design for serviceability: Deflection and crack control; 4 Uncracked sections: Axial loading; 5 Uncracked sections: Axial force and uniaxial bending; 6 Uncracked sections: Axial force and biaxial bending; 7 Cracked sections; 8 Members and structures; 9 Stiffness method and finite-element modelling; Appendix A: Analytical formulations: Euler-Bernoulli beam model; Index |
Record Nr. | UNINA-9910807925303321 |
Gilbert Raymond Ian | ||
Boca Raton, FL : , : CRC Press, , 2010 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Unified theory of concrete structures [[electronic resource] /] / Thomas Hsu and Y.L. Mo |
Autore | Hsu Thomas T. C (Thomas Tseng Chuang), <1933-> |
Pubbl/distr/stampa | Chichester, West Sussex, U.K. ; ; Hoboken, N.J., : Wiley, c2010 |
Descrizione fisica | 1 online resource (520 p.) |
Disciplina | 624.1/8341 |
Altri autori (Persone) | MoY. L |
Soggetto topico |
Reinforced concrete construction
Concrete construction |
ISBN |
1-282-55153-1
9786612551536 0-470-68889-0 0-470-68888-2 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
UNIFIED THEORY OF CONCRETE STRUCTURES; Contents; About the Authors; Preface; Instructors' Guide; 1 Introduction; 1.1 Overview; 1.2 Structural Engineering; 1.2.1 Structural Analysis; 1.2.2 Main Regions vs Local Regions; 1.2.3 Member and Joint Design; 1.3 Six Component Models of the Unified Theory; 1.3.1 Principles and Applications of the Six Models; 1.3.2 Historical Development of Theories for Reinforced Concrete; 1.4 Struts-and-ties Model; 1.4.1 General Description; 1.4.2 Struts-and-ties Model for Beams; 1.4.3 Struts-and-ties Model for Knee Joints; 1.4.4 Comments
2 Equilibrium (Plasticity) Truss Model 2.1 Basic Equilibrium Equations; 2.1.1 Equilibrium in Bending; 2.1.2 Equilibrium in Element Shear; 2.1.3 Equilibrium in Beam Shear; 2.1.4 Equilibrium in Torsion; 2.1.5 Summary of Basic Equilibrium Equations; 2.2 Interaction Relationships; 2.2.1 Shear-Bending Interaction; 2.2.2 Torsion-Bending Interaction; 2.2.3 Shear-Torsion-Bending Interaction; 2.2.4 Axial Tension-Shear-Bending Interaction; 2.3 ACI Shear and Torsion Provisions; 2.3.1 Torsional Steel Design; 2.3.2 Shear Steel Design; 2.3.3 Maximum Shear and Torsional Strengths 2.3.4 Other Design Considerations 2.3.5 Design Example; 2.4 Comments on the Equilibrium (Plasticity) Truss Model; 3 Bending and Axial Loads; 3.1 Linear Bending Theory; 3.1.1 Bernoulli Compatibility Truss Model; 3.1.2 Transformed Area for Reinforcing Bars; 3.1.3 Bending Rigidities of Cracked Sections; 3.1.4 Bending Rigidities of Uncracked Sections; 3.1.5 Bending Deflections of Reinforced Concrete Members; 3.2 Nonlinear Bending Theory; 3.2.1 Bernoulli Compatibility Truss Model; 3.2.2 Singly Reinforced Rectangular Beams; 3.2.3 Doubly Reinforced Rectangular Beams; 3.2.4 Flanged Beams 3.2.5 Moment-Curvature (M-φ) Relationships 3.3 Combined Bending and Axial Load; 3.3.1 Plastic Centroid and Eccentric Loading; 3.3.2 Balanced Condition; 3.3.3 Tension Failure; 3.3.4 Compression Failure; 3.3.5 Bending-Axial Load Interaction; 3.3.6 Moment-Axial Load-Curvature (M-N- φ) Relationship; 4 Fundamentals of Shear; 4.1 Stresses in 2-D Elements; 4.1.1 Stress Transformation; 4.1.2 Mohr Stress Circle; 4.1.3 Principal Stresses; 4.2 Strains in 2-D Elements; 4.2.1 Strain Transformation; 4.2.2 Geometric Relationships; 4.2.3 Mohr Strain Circle; 4.2.4 Principle Strains 4.3 Reinforced Concrete 2-D Elements 4.3.1 Stress Condition and Crack Pattern in RC 2-D Elements; 4.3.2 Fixed Angle Theory; 4.3.3 Rotating Angle Theory; 4.3.4 'Contribution of Concrete' (Vc); 4.3.5 Mohr Stress Circles for RC Shear Elements; 5 Rotating Angle Shear Theories; 5.1 Stress Equilibrium of RC 2-D Elements; 5.1.1 Transformation Type of Equilibrium Equations; 5.1.2 First Type of Equilibrium Equations; 5.1.3 Second Type of Equilibrium Equations; 5.1.4 Equilibrium Equations in Terms of Double Angle; 5.1.5 Example Problem 5.1 Using Equilibrium (Plasticity) Truss Model 5.2 Strain Compatibility of RC 2-D Elements |
Record Nr. | UNINA-9910140593703321 |
Hsu Thomas T. C (Thomas Tseng Chuang), <1933-> | ||
Chichester, West Sussex, U.K. ; ; Hoboken, N.J., : Wiley, c2010 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Unified theory of concrete structures [[electronic resource] /] / Thomas Hsu and Y.L. Mo |
Autore | Hsu Thomas T. C (Thomas Tseng Chuang), <1933-> |
Pubbl/distr/stampa | Chichester, West Sussex, U.K. ; ; Hoboken, N.J., : Wiley, c2010 |
Descrizione fisica | 1 online resource (520 p.) |
Disciplina | 624.1/8341 |
Altri autori (Persone) | MoY. L |
Soggetto topico |
Reinforced concrete construction
Concrete construction |
ISBN |
1-282-55153-1
9786612551536 0-470-68889-0 0-470-68888-2 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
UNIFIED THEORY OF CONCRETE STRUCTURES; Contents; About the Authors; Preface; Instructors' Guide; 1 Introduction; 1.1 Overview; 1.2 Structural Engineering; 1.2.1 Structural Analysis; 1.2.2 Main Regions vs Local Regions; 1.2.3 Member and Joint Design; 1.3 Six Component Models of the Unified Theory; 1.3.1 Principles and Applications of the Six Models; 1.3.2 Historical Development of Theories for Reinforced Concrete; 1.4 Struts-and-ties Model; 1.4.1 General Description; 1.4.2 Struts-and-ties Model for Beams; 1.4.3 Struts-and-ties Model for Knee Joints; 1.4.4 Comments
2 Equilibrium (Plasticity) Truss Model 2.1 Basic Equilibrium Equations; 2.1.1 Equilibrium in Bending; 2.1.2 Equilibrium in Element Shear; 2.1.3 Equilibrium in Beam Shear; 2.1.4 Equilibrium in Torsion; 2.1.5 Summary of Basic Equilibrium Equations; 2.2 Interaction Relationships; 2.2.1 Shear-Bending Interaction; 2.2.2 Torsion-Bending Interaction; 2.2.3 Shear-Torsion-Bending Interaction; 2.2.4 Axial Tension-Shear-Bending Interaction; 2.3 ACI Shear and Torsion Provisions; 2.3.1 Torsional Steel Design; 2.3.2 Shear Steel Design; 2.3.3 Maximum Shear and Torsional Strengths 2.3.4 Other Design Considerations 2.3.5 Design Example; 2.4 Comments on the Equilibrium (Plasticity) Truss Model; 3 Bending and Axial Loads; 3.1 Linear Bending Theory; 3.1.1 Bernoulli Compatibility Truss Model; 3.1.2 Transformed Area for Reinforcing Bars; 3.1.3 Bending Rigidities of Cracked Sections; 3.1.4 Bending Rigidities of Uncracked Sections; 3.1.5 Bending Deflections of Reinforced Concrete Members; 3.2 Nonlinear Bending Theory; 3.2.1 Bernoulli Compatibility Truss Model; 3.2.2 Singly Reinforced Rectangular Beams; 3.2.3 Doubly Reinforced Rectangular Beams; 3.2.4 Flanged Beams 3.2.5 Moment-Curvature (M-φ) Relationships 3.3 Combined Bending and Axial Load; 3.3.1 Plastic Centroid and Eccentric Loading; 3.3.2 Balanced Condition; 3.3.3 Tension Failure; 3.3.4 Compression Failure; 3.3.5 Bending-Axial Load Interaction; 3.3.6 Moment-Axial Load-Curvature (M-N- φ) Relationship; 4 Fundamentals of Shear; 4.1 Stresses in 2-D Elements; 4.1.1 Stress Transformation; 4.1.2 Mohr Stress Circle; 4.1.3 Principal Stresses; 4.2 Strains in 2-D Elements; 4.2.1 Strain Transformation; 4.2.2 Geometric Relationships; 4.2.3 Mohr Strain Circle; 4.2.4 Principle Strains 4.3 Reinforced Concrete 2-D Elements 4.3.1 Stress Condition and Crack Pattern in RC 2-D Elements; 4.3.2 Fixed Angle Theory; 4.3.3 Rotating Angle Theory; 4.3.4 'Contribution of Concrete' (Vc); 4.3.5 Mohr Stress Circles for RC Shear Elements; 5 Rotating Angle Shear Theories; 5.1 Stress Equilibrium of RC 2-D Elements; 5.1.1 Transformation Type of Equilibrium Equations; 5.1.2 First Type of Equilibrium Equations; 5.1.3 Second Type of Equilibrium Equations; 5.1.4 Equilibrium Equations in Terms of Double Angle; 5.1.5 Example Problem 5.1 Using Equilibrium (Plasticity) Truss Model 5.2 Strain Compatibility of RC 2-D Elements |
Record Nr. | UNINA-9910809712503321 |
Hsu Thomas T. C (Thomas Tseng Chuang), <1933-> | ||
Chichester, West Sussex, U.K. ; ; Hoboken, N.J., : Wiley, c2010 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
コンクリート工学論文集 [[コンクリートコウガクロンブンシュウ]] |
Pubbl/distr/stampa | Tōkyō-to, : Nihon Konkurīto Kōgaku Kyōkai |
Descrizione fisica | 1 online resource |
Soggetto topico |
Concrete construction
Concrete Civil engineering |
Soggetto genere / forma | Periodicals. |
ISSN | 2186-2745 |
Formato | Materiale a stampa |
Livello bibliografico | Periodico |
Lingua di pubblicazione | jpn |
Record Nr. | UNINA-9910304524803321 |
Tōkyō-to, : Nihon Konkurīto Kōgaku Kyōkai | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|