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Unified theory of concrete structures [[electronic resource] /] / Thomas Hsu and Y.L. Mo
| 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 / / Thomas Hsu and Y.L. Mo
| Unified theory of concrete structures / / Thomas Hsu and Y.L. Mo |
| Autore | Hsu Thomas T. C (Thomas Tseng Chuang), <1933-> |
| Edizione | [2nd ed.] |
| 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 | ||
| ||