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Structural concrete : theory and design / / M. Nadim Hassoun, Akthem Al-Manaseer
Structural concrete : theory and design / / M. Nadim Hassoun, Akthem Al-Manaseer
Autore Hassoun M. Nadim
Edizione [Sixth edition.]
Pubbl/distr/stampa Hoboken, New Jersey : , : Wiley, , 2015
Descrizione fisica 1 online resource (1069 p.)
Disciplina 624.1/8341
Soggetto topico Reinforced concrete construction
Buildings, Reinforced concrete
Soggetto genere / forma Electronic books.
ISBN 1-118-76778-0
1-118-76813-2
Classificazione TEC009020
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Cover; Title Page; Copyright; Contents; Preface; Notation; Conversion Factors; Chapter 1 Introduction; 1.1 Structural Concrete; 1.2 Historical Background; 1.3 Advantages and Disadvantages of Reinforced Concrete; 1.4 Codes of Practice; 1.5 Design Philosophy and Concepts; 1.6 Units of Measurement; 1.7 Loads; 1.8 Safety Provisions; 1.9 Structural Concrete Elements; 1.10 Structural Concrete Design; 1.11 Accuracy of Calculations; 1.12 Concrete High-Rise Buildings; References; Chapter 2 Properties of Reinforced Concrete; 2.1 Factors Affecting Strength of Concrete; 2.1.1 Water-Cement Ratio
2.1.2 Properties and Proportions of Concrete Constituents2.1.3 Method of Mixing and Curing; 2.1.4 Age of Concrete; 2.1.5 Loading Conditions; 2.1.6 Shape and Dimensions of Tested Specimen; 2.2 Compressive Strength; 2.3 Stress-Strain Curves of Concrete; 2.4 Tensile Strength of Concrete; 2.5 Flexural Strength (Modulus of Rupture) of Concrete; 2.6 Shear Strength; 2.7 Modulus of Elasticity of Concrete; 2.8 Poisson's Ratio; 2.9 Shear Modulus; 2.10 Modular Ratio; 2.11 Volume Changes of Concrete; 2.11.1 Shrinkage; 2.11.2 Expansion Due to Rise in Temperature; 2.12 Creep
2.13 Models for Predicting Shrinkage and Creep of Concrete2.13.1 ACI 209R-92 Model; 2.13.2 B3 Model; 2.13.4 CEB 90 Model; 2.13.5 CEB MC 90-99 Model; 2.13.6 fib MC 2010 Model; 2.13.7 The AASHTO Model; 2.14 Unit Weight of Concrete; 2.15 Fire Resistance; 2.16 High-Performance Concrete; 2.17 Lightweight Concrete; 2.18 Fibrous Concrete; 2.19 Steel Reinforcement; 2.19.1 Types of Steel Reinforcement; 2.19.2 Grades and Strength; 2.19.3 Stress-Strain Curves; Summary; References; Problems; Chapter 3 Flexural Analysis of Reinforced Concrete Beams; 3.1 Introduction; 3.2 Assumptions
3.3 Behavior of Simply Supported Reinforced Concrete Beam Loaded to Failure3.4 Types of Flexural Failure and Strain Limits; 3.4.1 Flexural Failure; 3.4.2 Strain Limits for Tension and Tension-Controlled Sections; 3.5 Load Factors; 3.6 Strength Reduction Factor Φ; 3.7 Significance of Analysis and Design Expressions; 3.8 Equivalent Compressive Stress Distribution; 3.9 Singly Reinforced Rectangular Section in Bending; 3.9.1 Balanced Section; 3.9.2 Upper Limit of Steel Percentage; 3.10 Lower Limit or Minimum Percentage of Steel; 3.11 Adequacy of Sections; 3.12 Bundled Bars
3.13 Sections in the Transition Region (Φ < 0.9)3.14 Rectangular Sections with Compression Reinforcement; 3.14.1 When Compression Steel Yields; 3.14.2 When Compression Steel Does Not Yield; 3.15 Analysis of T- and I-Sections; 3.15.1 Description; 3.15.2 Effective Width; 3.15.3 T-Sections Behaving as Rectangular Sections; 3.16 Dimensions of Isolated T-Shaped Sections; 3.17 Inverted L-Shaped Sections; 3.18 Sections of Other Shapes; 3.19 Analysis of Sections Using Tables; 3.20 Additional Examples; 3.21 Examples Using SI Units; Summary; References; Problems
Chapter 4 Flexural Design of Reinforced Concrete Beams
Record Nr. UNINA-9910460215603321
Hassoun M. Nadim  
Hoboken, New Jersey : , : Wiley, , 2015
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Structural concrete : theory and design / / M. Nadim Hassoun, Akthem Al-Manaseer
Structural concrete : theory and design / / M. Nadim Hassoun, Akthem Al-Manaseer
Autore Hassoun M. Nadim
Edizione [Sixth edition.]
Pubbl/distr/stampa Hoboken, New Jersey : , : Wiley, , 2015
Descrizione fisica 1 online resource (1069 p.)
Disciplina 624.1/8341
Soggetto topico Reinforced concrete construction
Buildings, Reinforced concrete
ISBN 1-118-76778-0
1-118-76813-2
Classificazione TEC009020
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Cover; Title Page; Copyright; Contents; Preface; Notation; Conversion Factors; Chapter 1 Introduction; 1.1 Structural Concrete; 1.2 Historical Background; 1.3 Advantages and Disadvantages of Reinforced Concrete; 1.4 Codes of Practice; 1.5 Design Philosophy and Concepts; 1.6 Units of Measurement; 1.7 Loads; 1.8 Safety Provisions; 1.9 Structural Concrete Elements; 1.10 Structural Concrete Design; 1.11 Accuracy of Calculations; 1.12 Concrete High-Rise Buildings; References; Chapter 2 Properties of Reinforced Concrete; 2.1 Factors Affecting Strength of Concrete; 2.1.1 Water-Cement Ratio
2.1.2 Properties and Proportions of Concrete Constituents2.1.3 Method of Mixing and Curing; 2.1.4 Age of Concrete; 2.1.5 Loading Conditions; 2.1.6 Shape and Dimensions of Tested Specimen; 2.2 Compressive Strength; 2.3 Stress-Strain Curves of Concrete; 2.4 Tensile Strength of Concrete; 2.5 Flexural Strength (Modulus of Rupture) of Concrete; 2.6 Shear Strength; 2.7 Modulus of Elasticity of Concrete; 2.8 Poisson's Ratio; 2.9 Shear Modulus; 2.10 Modular Ratio; 2.11 Volume Changes of Concrete; 2.11.1 Shrinkage; 2.11.2 Expansion Due to Rise in Temperature; 2.12 Creep
2.13 Models for Predicting Shrinkage and Creep of Concrete2.13.1 ACI 209R-92 Model; 2.13.2 B3 Model; 2.13.4 CEB 90 Model; 2.13.5 CEB MC 90-99 Model; 2.13.6 fib MC 2010 Model; 2.13.7 The AASHTO Model; 2.14 Unit Weight of Concrete; 2.15 Fire Resistance; 2.16 High-Performance Concrete; 2.17 Lightweight Concrete; 2.18 Fibrous Concrete; 2.19 Steel Reinforcement; 2.19.1 Types of Steel Reinforcement; 2.19.2 Grades and Strength; 2.19.3 Stress-Strain Curves; Summary; References; Problems; Chapter 3 Flexural Analysis of Reinforced Concrete Beams; 3.1 Introduction; 3.2 Assumptions
3.3 Behavior of Simply Supported Reinforced Concrete Beam Loaded to Failure3.4 Types of Flexural Failure and Strain Limits; 3.4.1 Flexural Failure; 3.4.2 Strain Limits for Tension and Tension-Controlled Sections; 3.5 Load Factors; 3.6 Strength Reduction Factor Φ; 3.7 Significance of Analysis and Design Expressions; 3.8 Equivalent Compressive Stress Distribution; 3.9 Singly Reinforced Rectangular Section in Bending; 3.9.1 Balanced Section; 3.9.2 Upper Limit of Steel Percentage; 3.10 Lower Limit or Minimum Percentage of Steel; 3.11 Adequacy of Sections; 3.12 Bundled Bars
3.13 Sections in the Transition Region (Φ < 0.9)3.14 Rectangular Sections with Compression Reinforcement; 3.14.1 When Compression Steel Yields; 3.14.2 When Compression Steel Does Not Yield; 3.15 Analysis of T- and I-Sections; 3.15.1 Description; 3.15.2 Effective Width; 3.15.3 T-Sections Behaving as Rectangular Sections; 3.16 Dimensions of Isolated T-Shaped Sections; 3.17 Inverted L-Shaped Sections; 3.18 Sections of Other Shapes; 3.19 Analysis of Sections Using Tables; 3.20 Additional Examples; 3.21 Examples Using SI Units; Summary; References; Problems
Chapter 4 Flexural Design of Reinforced Concrete Beams
Record Nr. UNINA-9910797054803321
Hassoun M. Nadim  
Hoboken, New Jersey : , : Wiley, , 2015
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Structural concrete : theory and design / / M. Nadim Hassoun, Akthem Al-Manaseer
Structural concrete : theory and design / / M. Nadim Hassoun, Akthem Al-Manaseer
Autore Hassoun M. Nadim
Edizione [Sixth edition.]
Pubbl/distr/stampa Hoboken, New Jersey : , : Wiley, , 2015
Descrizione fisica 1 online resource (1069 p.)
Disciplina 624.1/8341
Soggetto topico Reinforced concrete construction
Buildings, Reinforced concrete
ISBN 1-118-76778-0
1-118-76813-2
Classificazione TEC009020
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Cover; Title Page; Copyright; Contents; Preface; Notation; Conversion Factors; Chapter 1 Introduction; 1.1 Structural Concrete; 1.2 Historical Background; 1.3 Advantages and Disadvantages of Reinforced Concrete; 1.4 Codes of Practice; 1.5 Design Philosophy and Concepts; 1.6 Units of Measurement; 1.7 Loads; 1.8 Safety Provisions; 1.9 Structural Concrete Elements; 1.10 Structural Concrete Design; 1.11 Accuracy of Calculations; 1.12 Concrete High-Rise Buildings; References; Chapter 2 Properties of Reinforced Concrete; 2.1 Factors Affecting Strength of Concrete; 2.1.1 Water-Cement Ratio
2.1.2 Properties and Proportions of Concrete Constituents2.1.3 Method of Mixing and Curing; 2.1.4 Age of Concrete; 2.1.5 Loading Conditions; 2.1.6 Shape and Dimensions of Tested Specimen; 2.2 Compressive Strength; 2.3 Stress-Strain Curves of Concrete; 2.4 Tensile Strength of Concrete; 2.5 Flexural Strength (Modulus of Rupture) of Concrete; 2.6 Shear Strength; 2.7 Modulus of Elasticity of Concrete; 2.8 Poisson's Ratio; 2.9 Shear Modulus; 2.10 Modular Ratio; 2.11 Volume Changes of Concrete; 2.11.1 Shrinkage; 2.11.2 Expansion Due to Rise in Temperature; 2.12 Creep
2.13 Models for Predicting Shrinkage and Creep of Concrete2.13.1 ACI 209R-92 Model; 2.13.2 B3 Model; 2.13.4 CEB 90 Model; 2.13.5 CEB MC 90-99 Model; 2.13.6 fib MC 2010 Model; 2.13.7 The AASHTO Model; 2.14 Unit Weight of Concrete; 2.15 Fire Resistance; 2.16 High-Performance Concrete; 2.17 Lightweight Concrete; 2.18 Fibrous Concrete; 2.19 Steel Reinforcement; 2.19.1 Types of Steel Reinforcement; 2.19.2 Grades and Strength; 2.19.3 Stress-Strain Curves; Summary; References; Problems; Chapter 3 Flexural Analysis of Reinforced Concrete Beams; 3.1 Introduction; 3.2 Assumptions
3.3 Behavior of Simply Supported Reinforced Concrete Beam Loaded to Failure3.4 Types of Flexural Failure and Strain Limits; 3.4.1 Flexural Failure; 3.4.2 Strain Limits for Tension and Tension-Controlled Sections; 3.5 Load Factors; 3.6 Strength Reduction Factor Φ; 3.7 Significance of Analysis and Design Expressions; 3.8 Equivalent Compressive Stress Distribution; 3.9 Singly Reinforced Rectangular Section in Bending; 3.9.1 Balanced Section; 3.9.2 Upper Limit of Steel Percentage; 3.10 Lower Limit or Minimum Percentage of Steel; 3.11 Adequacy of Sections; 3.12 Bundled Bars
3.13 Sections in the Transition Region (Φ < 0.9)3.14 Rectangular Sections with Compression Reinforcement; 3.14.1 When Compression Steel Yields; 3.14.2 When Compression Steel Does Not Yield; 3.15 Analysis of T- and I-Sections; 3.15.1 Description; 3.15.2 Effective Width; 3.15.3 T-Sections Behaving as Rectangular Sections; 3.16 Dimensions of Isolated T-Shaped Sections; 3.17 Inverted L-Shaped Sections; 3.18 Sections of Other Shapes; 3.19 Analysis of Sections Using Tables; 3.20 Additional Examples; 3.21 Examples Using SI Units; Summary; References; Problems
Chapter 4 Flexural Design of Reinforced Concrete Beams
Record Nr. UNINA-9910808383103321
Hassoun M. Nadim  
Hoboken, New Jersey : , : Wiley, , 2015
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Theory of nonlinear structural analysis : the force analogy method for earthquake engineering / / Gang Li, Kevin Wong
Theory of nonlinear structural analysis : the force analogy method for earthquake engineering / / Gang Li, Kevin Wong
Autore Li Gang (Structural engineer)
Pubbl/distr/stampa Singapore : , : John Wiley & Sons, , 2014
Descrizione fisica 1 online resource (368 p.)
Disciplina 624.1/76201515252
Altri autori (Persone) WongKevin K. F. <1969->
Soggetto topico Earthquake engineering
Nonlinear theories
ISBN 1-118-71809-7
1-118-71807-0
1-118-71808-9
Classificazione TEC009020
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Theory of Nonlinear Structural Analysis: The Force Analogy Method for Earthquake Engineering; Copyright; Contents; Preface; About the Authors; 1 Introduction; 1.1 History of the Force Analogy Method; 1.2 Applications of the Force Analogy Method; 1.2.1 Structural Vibration Control; 1.2.2 Modal Dynamic Analysis Method; 1.2.3 Other Design and Analysis Areas; 1.3 Background of the Force Analogy Method; References; 2 Nonlinear Static Analysis; 2.1 Plastic Rotation; 2.2 Force Analogy Method for Static Single-Degree-of-Freedom Systems; 2.2.1 In elastic Displacement
2.2.2 Application of the FAM on SDOF System 2.2.3 Nonlinear Analysis Using FAM; 2.3 Nonlinear Structural Analysis of Moment-Resisting Frames; 2.4 Force Analogy Method for Static Multi-Degree-of-Freedom Systems; 2.5 Nonlinear Static Examples; 2.6 Static Condensation; References; 3 Nonlinear Dynamic Analysis; 3.1 State Space Method for Linear Dynamic Analysis; 3.1.1 Equation of Motion; 3.1.2 State Space Solution; 3.1.3 Solution Procedure; 3.2 Dynamic Analysis with Material Nonlinearity; 3.2.1 Force Analogy Method; 3.2.2 State Space Analysis with the Force Analogy Method; 3.2.3 Solution Procedure
3.3 Nonlinear Dynamic Analysis with Static Condensation 3.4 Nonlinear Dynamic Examples; References; 4 Flexural Member; 4.1 Bending and Shear Behaviors; 4.1.1 Hysteretic Models; 4.1.2 Displacement Decomposition; 4.1.3 Local Plastic Mechanisms; 4.2 Inelastic Mechanisms of Flexural Members; 4.2.1 Elastic Displacement x; 4.2.2 Plastic Bending Displacement x; 4.2.3 Plastic Shear Displacement x; 4.2.4 Combination of the Bending and Shear Behaviors; 4.3 Nonlinear Static Analysis of Structures with Flexural Members; 4.3.1 Force Analogy Method for Static Single-Degree-of-Freedom Systems
4.3.2 Force Analogy Method for Static Multi-Degree-of-Freedom Systems 4.4 Nonlinear Dynamic Analysis of Structures with Flexural Members; 4.4.1 Hysteretic Behaviors of the Flexural Members; 4.4.2 Solution Procedure of the FAM; References; 5 Axial Deformation Member; 5.1 Physical Theory Models for Axial Members; 5.1.1 General Parameters; 5.1.2 Displacement Decomposition; 5.2 Sliding Hinge Mechanisms; 5.3 Force Analogy Method for Static Axial Members; 5.3.1 Regions O-A and O-F; 5.3.2 Region F-G; 5.3.3 Regions A-A and A-B; 5.4 Force Analogy Method for Cycling Response Analysis of Axial Members
5.4.1 Region B-C5 4.2 Region C-D; 5.4.3 Region D-A2; 5.4.4 Region D-E; 5.4.5 Region E-F; 5.4.6 Region Aa2-A2; 5.5 Application of the Force Analogy Method in Concentrically Braced Frames; 5.5.1 Force Analogy Method for Static SDOF CBFs; 5.5.2 Force Analogy Method for Static MDOF CBFs; 5.5.3 Force Analogy Method for Dynamical CBF sunder Earthquake Loads; References; 6 Shear Member; 6.1 Physical Theory Models of Shear Members; 6.1.1 Flexural Behavior; 6.1.2 Axial Behavior; 6.1.3 Shear Behavior; 6.2 Local Plastic Mechanisms in the FAM; 6.2.1 Displacement Decomposition; 6.2.2 Behavior of VSH
6.2.3 Behavior of HSH
Record Nr. UNINA-9910140267903321
Li Gang (Structural engineer)  
Singapore : , : John Wiley & Sons, , 2014
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Theory of nonlinear structural analysis : the force analogy method for earthquake engineering / / Gang Li, Kevin Wong
Theory of nonlinear structural analysis : the force analogy method for earthquake engineering / / Gang Li, Kevin Wong
Autore Li Gang (Structural engineer)
Pubbl/distr/stampa Singapore : , : John Wiley & Sons, , 2014
Descrizione fisica 1 online resource (368 p.)
Disciplina 624.1/76201515252
Altri autori (Persone) WongKevin K. F. <1969->
Soggetto topico Earthquake engineering
Nonlinear theories
ISBN 1-118-71809-7
1-118-71807-0
1-118-71808-9
Classificazione TEC009020
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Theory of Nonlinear Structural Analysis: The Force Analogy Method for Earthquake Engineering; Copyright; Contents; Preface; About the Authors; 1 Introduction; 1.1 History of the Force Analogy Method; 1.2 Applications of the Force Analogy Method; 1.2.1 Structural Vibration Control; 1.2.2 Modal Dynamic Analysis Method; 1.2.3 Other Design and Analysis Areas; 1.3 Background of the Force Analogy Method; References; 2 Nonlinear Static Analysis; 2.1 Plastic Rotation; 2.2 Force Analogy Method for Static Single-Degree-of-Freedom Systems; 2.2.1 In elastic Displacement
2.2.2 Application of the FAM on SDOF System 2.2.3 Nonlinear Analysis Using FAM; 2.3 Nonlinear Structural Analysis of Moment-Resisting Frames; 2.4 Force Analogy Method for Static Multi-Degree-of-Freedom Systems; 2.5 Nonlinear Static Examples; 2.6 Static Condensation; References; 3 Nonlinear Dynamic Analysis; 3.1 State Space Method for Linear Dynamic Analysis; 3.1.1 Equation of Motion; 3.1.2 State Space Solution; 3.1.3 Solution Procedure; 3.2 Dynamic Analysis with Material Nonlinearity; 3.2.1 Force Analogy Method; 3.2.2 State Space Analysis with the Force Analogy Method; 3.2.3 Solution Procedure
3.3 Nonlinear Dynamic Analysis with Static Condensation 3.4 Nonlinear Dynamic Examples; References; 4 Flexural Member; 4.1 Bending and Shear Behaviors; 4.1.1 Hysteretic Models; 4.1.2 Displacement Decomposition; 4.1.3 Local Plastic Mechanisms; 4.2 Inelastic Mechanisms of Flexural Members; 4.2.1 Elastic Displacement x; 4.2.2 Plastic Bending Displacement x; 4.2.3 Plastic Shear Displacement x; 4.2.4 Combination of the Bending and Shear Behaviors; 4.3 Nonlinear Static Analysis of Structures with Flexural Members; 4.3.1 Force Analogy Method for Static Single-Degree-of-Freedom Systems
4.3.2 Force Analogy Method for Static Multi-Degree-of-Freedom Systems 4.4 Nonlinear Dynamic Analysis of Structures with Flexural Members; 4.4.1 Hysteretic Behaviors of the Flexural Members; 4.4.2 Solution Procedure of the FAM; References; 5 Axial Deformation Member; 5.1 Physical Theory Models for Axial Members; 5.1.1 General Parameters; 5.1.2 Displacement Decomposition; 5.2 Sliding Hinge Mechanisms; 5.3 Force Analogy Method for Static Axial Members; 5.3.1 Regions O-A and O-F; 5.3.2 Region F-G; 5.3.3 Regions A-A and A-B; 5.4 Force Analogy Method for Cycling Response Analysis of Axial Members
5.4.1 Region B-C5 4.2 Region C-D; 5.4.3 Region D-A2; 5.4.4 Region D-E; 5.4.5 Region E-F; 5.4.6 Region Aa2-A2; 5.5 Application of the Force Analogy Method in Concentrically Braced Frames; 5.5.1 Force Analogy Method for Static SDOF CBFs; 5.5.2 Force Analogy Method for Static MDOF CBFs; 5.5.3 Force Analogy Method for Dynamical CBF sunder Earthquake Loads; References; 6 Shear Member; 6.1 Physical Theory Models of Shear Members; 6.1.1 Flexural Behavior; 6.1.2 Axial Behavior; 6.1.3 Shear Behavior; 6.2 Local Plastic Mechanisms in the FAM; 6.2.1 Displacement Decomposition; 6.2.2 Behavior of VSH
6.2.3 Behavior of HSH
Record Nr. UNINA-9910808940903321
Li Gang (Structural engineer)  
Singapore : , : John Wiley & Sons, , 2014
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Traffic engineering handbook / / Institute of Transportation Engineers ; Anurag Pande, Ph.D., Brian Wolshon, Ph.D., P.E., PTOE, co-editors
Traffic engineering handbook / / Institute of Transportation Engineers ; Anurag Pande, Ph.D., Brian Wolshon, Ph.D., P.E., PTOE, co-editors
Edizione [Seventh edition]
Pubbl/distr/stampa Hoboken, New Jersey : , : Wiley, , 2016
Descrizione fisica 1 online resource (122 pages) : illustrations
Disciplina 388.3/12
Collana THEi Wiley ebooks
Soggetto topico Traffic engineering
ISBN 1-118-76226-6
1-5231-1118-6
1-119-17473-2
1-118-76228-2
Classificazione TEC009020
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910137490303321
Hoboken, New Jersey : , : Wiley, , 2016
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Traffic engineering handbook / / Institute of Transportation Engineers ; Anurag Pande, Ph.D., Brian Wolshon, Ph.D., P.E., PTOE, co-editors
Traffic engineering handbook / / Institute of Transportation Engineers ; Anurag Pande, Ph.D., Brian Wolshon, Ph.D., P.E., PTOE, co-editors
Edizione [Seventh edition]
Pubbl/distr/stampa Hoboken, New Jersey : , : Wiley, , 2016
Descrizione fisica 1 online resource (122 pages) : illustrations
Disciplina 388.3/12
Collana THEi Wiley ebooks
Soggetto topico Traffic engineering
ISBN 1-118-76226-6
1-5231-1118-6
1-119-17473-2
1-118-76228-2
Classificazione TEC009020
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910813594403321
Hoboken, New Jersey : , : Wiley, , 2016
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Transportation planning handbook / / Institute of Transportation Engineers ; Michael D. Meyer
Transportation planning handbook / / Institute of Transportation Engineers ; Michael D. Meyer
Edizione [Fourth edition.]
Pubbl/distr/stampa Hoboken, New Jersey : , : John Wiley & Sons, Inc., , 2016
Descrizione fisica 1 online resource (1203 p.)
Disciplina 388.068/4
Collana THEi Wiley ebooks
Soggetto topico Transportation - Planning
ISBN 1-118-76239-8
1-5231-1121-6
1-118-76240-1
1-119-17466-X
Classificazione TEC009020
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910135050503321
Hoboken, New Jersey : , : John Wiley & Sons, Inc., , 2016
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Transportation planning handbook / / Institute of Transportation Engineers ; Michael D. Meyer
Transportation planning handbook / / Institute of Transportation Engineers ; Michael D. Meyer
Edizione [Fourth edition.]
Pubbl/distr/stampa Hoboken, New Jersey : , : John Wiley & Sons, Inc., , 2016
Descrizione fisica 1 online resource (1203 p.)
Disciplina 388.068/4
Collana THEi Wiley ebooks
Soggetto topico Transportation - Planning
ISBN 1-118-76239-8
1-5231-1121-6
1-118-76240-1
1-119-17466-X
Classificazione TEC009020
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910810898603321
Hoboken, New Jersey : , : John Wiley & Sons, Inc., , 2016
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Unsaturated soil mechanics in engineering practice [[electronic resource] /] / D.G. Fredlund, H. Rahardjo, M.D. Fredlund
Unsaturated soil mechanics in engineering practice [[electronic resource] /] / D.G. Fredlund, H. Rahardjo, M.D. Fredlund
Autore Fredlund D. G (Delwyn G.), <1940->
Pubbl/distr/stampa Hoboken, N.J., : John Wiley & Sons, Inc., c2012
Descrizione fisica 1 online resource (946 p.)
Disciplina 624.1/5136
Altri autori (Persone) RahardjoH (Harianto)
FredlundMurray D. <1968->
Soggetto topico Soil mechanics
Soil moisture
Soils - Testing
Soil mechanics - Mathematical models
ISBN 1-5231-2385-0
1-282-13454-X
9786613807120
1-118-28050-4
1-118-28049-0
1-118-28051-2
Classificazione TEC009020
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Unsaturated Soil Mechanics in Engineering Practice; Contents; Foreword; Preface; Acknowledgments; Chapter 1 Theory to Practice of Unsaturated Soil Mechanics; 1.1 Introduction; 1.1.1 Application of Unsaturated Soil Mechanics in Engineering Practice; 1.1.2 Scope of the Book; 1.1.3 Gradual Emergence of Unsaturated Soil Mechanics; 1.1.4 Challenges to Implementation; 1.1.5 Laboratory and Field Visualization of Degree of Saturation; 1.2 Moisture and Thermal Flux Boundary Conditions; 1.2.1 Quantification of Moisture and Thermal Boundary Fluxes; 1.3 Determination of Unsaturated Soil Properties
1.3.1 Estimation Procedures for Unsaturated Soil Properties1.3.2 Design Protocols for Unsaturated Soil Properties; 1.4 Stages in Moving Toward Implementation; 1.4.1 State Variable Stage; 1.4.2 Constitutive Stage; 1.4.3 Formulation Stage; 1.4.4 Solution Stage; 1.4.5 Design Stage; 1.4.6 Verification and Monitoring Stage; 1.4.7 Implementation Stage; 1.5 Need for Unsaturated Soil Mechanics; 1.5.1 Application Areas for Unsaturated Soil Mechanics; 1.5.2 Construction and Operation of a Dam; 1.5.3 Natural Slopes Subjected to Environmental Changes; 1.5.4 Mounding Below Waste Retention Ponds
1.5.5 Stability of Vertical or Near-Vertical Excavations1.5.6 Bearing Capacity for Shallow Foundations; 1.5.7 Ground Movements Involving Expansive Soils; 1.5.8 Design of Soil Cover Systems and Capillary Breaks; 1.5.9 Road and Railroad Structures; 1.5.10 Characteristics of Unsaturated Soil Examples; 1.6 Partial Differential Equations in Soil Mechanics; 1.6.1 Components of Boundary Value Problem; 1.6.2 Partial Differential Equation Solving; 1.6.3 Convergence of Nonlinear Partial Differential Equations; 1.6.4 Uncoupled Processes in Unsaturated Soil Mechanics
1.6.5 Numerical Modeling of Saturated-Unsaturated Soils1.6.6 Example of Two-Dimensional Seepage Analysis; 1.6.7 Finite Element Mesh for Three-Dimensional Tailings Pond; 1.6.8 Example of Stress and Shear Strength Applications; 1.6.9 Example of Combined Stress, Seepage, and Deformation Analysis; 1.7 Engineering Protocols for Unsaturated Soils; 1.7.1 Definition of Engineering Protocol; 1.7.2 Categorization of Engineering Design Protocols; 1.7.3 Preliminary Design Protocols; 1.7.4 Final Design Protocols; 1.7.5 Verification or Monitoring Category
1.7.6 Other Factors Affecting Engineering Design Protocol1.7.7 Challenge for the Future; Chapter 2 Nature and Phase Properties of Unsaturated Soil; 2.1 Introduction; 2.1.1 What Is an Unsaturated Soil?; 2.1.2 Unsaturated Soil as Four-Phase Mixture; 2.1.3 Distinctive Features of Contractile Skin; 2.1.4 Terminology for Continuum Mechanics Variables of State; 2.1.5 Designation of Stress State Variables; 2.1.6 Designation of Deformation State Variables; 2.1.7 Typical Profiles of Unsaturated Soils; 2.2 Soil Classification; 2.2.1 Grain-Size Distribution Curves
2.2.2 Equation for Grain-Size Distribution Curve
Record Nr. UNINA-9910138869503321
Fredlund D. G (Delwyn G.), <1940->  
Hoboken, N.J., : John Wiley & Sons, Inc., c2012
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