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Fatigue design of steel and composite structures / / Alain Nussbaumer, Luis Borges, Laurence Davaine
| Fatigue design of steel and composite structures / / Alain Nussbaumer, Luis Borges, Laurence Davaine |
| Autore | Nussbaumer Alain <1964-> |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Berlin, Germany : , : Wilhelm Ernst & Sohn, Verlag für Architektur und technische Wissenschaften, , [2011] |
| Descrizione fisica | 1 online resource (341 p.) |
| Disciplina | 620.176 |
| Collana | ECCS Eurocode design manuals |
| Soggetto topico |
Steel, Structural - Fatigue
Concrete - Fatigue |
| Soggetto genere / forma | Electronic books. |
| ISBN |
3-433-60120-8
1-283-43210-2 9786613432100 1-62198-009-X 3-433-60118-6 3-433-60121-6 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Title Page; Table of contents; Foreword; Preface; Acknowledgments; Symbology; Terminology; Chapter 1:Introduction; 1.1 Basis Of Fatigue Design In Steel Structures; 1.1.1 General; 1.1.2 Main parameters influencing fatigue life; 1.1.3 Expression of fatigue strength; 1.1.4 Variable amplitude and cycle counting; 1.1.5 Damage accumulation; 1.2 Damage Equivalent Factor Concept; 1.3 Codes Of Practice; 1.3.1 Introduction; 1.3.2 Eurocodes 3 and 4; 1.3.3 Eurocode 9; 1.3.4 Execution (EN 1090-2); 1.3.5 Other execution standards; 1.4 Description Of The Structures Used In The Worked Examples
1.4.1 Introduction1.4.2 Steel and concrete composite road bridge (worked example 1); 1.4.2.1 Longitudinal elevation and transverse cross section; 1.4.2.2 Materials and structural steel distribution; 1.4.2.3 The construction stages; 1.4.3 Chimney (worked example 2); 1.4.3.1 Introduction; 1.4.3.2 General characteristics of the chimney; 1.4.3.3 Dimensions of socket joint located at +11.490 m (see Figure 1.20); 1.4.3.4 Dimensions of ground plate joint with welded stiffeners located at the bottom, at +0.350 m:; 1.4.3.5 Dimensions of manhole located between +1.000 m and +2.200 m 1.4.4 Crane supporting structures (worked example 3)1.4.4.1 Introduction; 1.4.4.2 Actions to be considered; Chapter 2:Application Range And Limitations; 2.1 Introduction; 2.2 Materials; 2.3 Corrosion; 2.4 Temperature; 2.5 Loading Rate; 2.6 Limiting Stress Ranges; Chapter 3:Determination Of Stresses And Stress Ranges; 3.1 Fatigue Loads; 3.1.1 Introduction; 3.1.2 Road bridges; 3.1.2.1 Fatigue load model 1 (FLM1); 3.1.2.2 Fatigue load model 2 (FLM2); 3.1.2.3 Fatigue load model 3 (FLM3); 3.1.2.4 Fatigue load model 4 (FLM4); 3.1.2.5 Fatigue load model 5 (FLM5); 3.1.3 Railway bridges 3.1.4 Crane supporting structures3.1.5 Masts, towers, and chimneys; 3.1.6 Silos and tanks; 3.1.7 Tensile cable structures, tension components; 3.1.8 Other structures; 3.2 Damage Equivalent Factors; 3.2.1 Concept; 3.2.2 Critical influence line length; 3.2.3 Road bridges; 3.2.4 Railway bridges; 3.2.5 Crane supporting structures; 3.2.6 Towers, masts and chimneys; 3.3 Calculation Of Stresses; 3.3.1 Introduction; 3.3.2 Relevant nominal stresses; 3.3.3 Stresses in bolted joints; 3.3.4 Stresses in welds; 3.3.5 Nominal stresses in steel and concrete composite bridges 3.3.6 Nominal stresses in tubular structures (frames and trusses)3.4 Modified Nominal Stresses And Concentration Factors; 3.4.1 Generalities; 3.4.2 Misalignments; 3.5 Geometric Stresses (Structural Stress At The Hot Spot); 3.5.1 Introduction; 3.5.2 Determination using FEM modelling; 3.5.3 Determination using formulas; 3.6 Stresses In Orthotropic Decks; 3.7 Calculation Of Stress Ranges; 3.7.1 Introduction; 3.7.2 Stress range in non-welded details; 3.7.3 Stress ranges in bolted joints; 3.7.4 Stress range in welds; 3.7.5 Multiaxial stress range cases; 3.7.5.1 Introduction 3.7.5.2 Possible stress range cases |
| Record Nr. | UNINA-9910139723603321 |
Nussbaumer Alain <1964->
|
||
| Berlin, Germany : , : Wilhelm Ernst & Sohn, Verlag für Architektur und technische Wissenschaften, , [2011] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Fatigue design of steel and composite structures / / Alain Nussbaumer, Luis Borges, Laurence Davaine
| Fatigue design of steel and composite structures / / Alain Nussbaumer, Luis Borges, Laurence Davaine |
| Autore | Nussbaumer Alain <1964-> |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Berlin, Germany : , : Wilhelm Ernst & Sohn, Verlag für Architektur und technische Wissenschaften, , [2011] |
| Descrizione fisica | 1 online resource (341 p.) |
| Disciplina | 620.176 |
| Collana | ECCS Eurocode design manuals |
| Soggetto topico |
Steel, Structural - Fatigue
Concrete - Fatigue |
| ISBN |
3-433-60120-8
1-283-43210-2 9786613432100 1-62198-009-X 3-433-60118-6 3-433-60121-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Title Page; Table of contents; Foreword; Preface; Acknowledgments; Symbology; Terminology; Chapter 1:Introduction; 1.1 Basis Of Fatigue Design In Steel Structures; 1.1.1 General; 1.1.2 Main parameters influencing fatigue life; 1.1.3 Expression of fatigue strength; 1.1.4 Variable amplitude and cycle counting; 1.1.5 Damage accumulation; 1.2 Damage Equivalent Factor Concept; 1.3 Codes Of Practice; 1.3.1 Introduction; 1.3.2 Eurocodes 3 and 4; 1.3.3 Eurocode 9; 1.3.4 Execution (EN 1090-2); 1.3.5 Other execution standards; 1.4 Description Of The Structures Used In The Worked Examples
1.4.1 Introduction1.4.2 Steel and concrete composite road bridge (worked example 1); 1.4.2.1 Longitudinal elevation and transverse cross section; 1.4.2.2 Materials and structural steel distribution; 1.4.2.3 The construction stages; 1.4.3 Chimney (worked example 2); 1.4.3.1 Introduction; 1.4.3.2 General characteristics of the chimney; 1.4.3.3 Dimensions of socket joint located at +11.490 m (see Figure 1.20); 1.4.3.4 Dimensions of ground plate joint with welded stiffeners located at the bottom, at +0.350 m:; 1.4.3.5 Dimensions of manhole located between +1.000 m and +2.200 m 1.4.4 Crane supporting structures (worked example 3)1.4.4.1 Introduction; 1.4.4.2 Actions to be considered; Chapter 2:Application Range And Limitations; 2.1 Introduction; 2.2 Materials; 2.3 Corrosion; 2.4 Temperature; 2.5 Loading Rate; 2.6 Limiting Stress Ranges; Chapter 3:Determination Of Stresses And Stress Ranges; 3.1 Fatigue Loads; 3.1.1 Introduction; 3.1.2 Road bridges; 3.1.2.1 Fatigue load model 1 (FLM1); 3.1.2.2 Fatigue load model 2 (FLM2); 3.1.2.3 Fatigue load model 3 (FLM3); 3.1.2.4 Fatigue load model 4 (FLM4); 3.1.2.5 Fatigue load model 5 (FLM5); 3.1.3 Railway bridges 3.1.4 Crane supporting structures3.1.5 Masts, towers, and chimneys; 3.1.6 Silos and tanks; 3.1.7 Tensile cable structures, tension components; 3.1.8 Other structures; 3.2 Damage Equivalent Factors; 3.2.1 Concept; 3.2.2 Critical influence line length; 3.2.3 Road bridges; 3.2.4 Railway bridges; 3.2.5 Crane supporting structures; 3.2.6 Towers, masts and chimneys; 3.3 Calculation Of Stresses; 3.3.1 Introduction; 3.3.2 Relevant nominal stresses; 3.3.3 Stresses in bolted joints; 3.3.4 Stresses in welds; 3.3.5 Nominal stresses in steel and concrete composite bridges 3.3.6 Nominal stresses in tubular structures (frames and trusses)3.4 Modified Nominal Stresses And Concentration Factors; 3.4.1 Generalities; 3.4.2 Misalignments; 3.5 Geometric Stresses (Structural Stress At The Hot Spot); 3.5.1 Introduction; 3.5.2 Determination using FEM modelling; 3.5.3 Determination using formulas; 3.6 Stresses In Orthotropic Decks; 3.7 Calculation Of Stress Ranges; 3.7.1 Introduction; 3.7.2 Stress range in non-welded details; 3.7.3 Stress ranges in bolted joints; 3.7.4 Stress range in welds; 3.7.5 Multiaxial stress range cases; 3.7.5.1 Introduction 3.7.5.2 Possible stress range cases |
| Record Nr. | UNISA-996217892803316 |
|
Nussbaumer Alain <1964->
|
||
| Berlin, Germany : , : Wilhelm Ernst & Sohn, Verlag für Architektur und technische Wissenschaften, , [2011] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
Fatigue design of steel and composite structures / / Alain Nussbaumer, Luis Borges, Laurence Davaine
| Fatigue design of steel and composite structures / / Alain Nussbaumer, Luis Borges, Laurence Davaine |
| Autore | Nussbaumer Alain <1964-> |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Berlin, Germany : , : Wilhelm Ernst & Sohn, Verlag für Architektur und technische Wissenschaften, , [2011] |
| Descrizione fisica | 1 online resource (341 p.) |
| Disciplina | 620.176 |
| Collana | ECCS Eurocode design manuals |
| Soggetto topico |
Steel, Structural - Fatigue
Concrete - Fatigue |
| ISBN |
3-433-60120-8
1-283-43210-2 9786613432100 1-62198-009-X 3-433-60118-6 3-433-60121-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Title Page; Table of contents; Foreword; Preface; Acknowledgments; Symbology; Terminology; Chapter 1:Introduction; 1.1 Basis Of Fatigue Design In Steel Structures; 1.1.1 General; 1.1.2 Main parameters influencing fatigue life; 1.1.3 Expression of fatigue strength; 1.1.4 Variable amplitude and cycle counting; 1.1.5 Damage accumulation; 1.2 Damage Equivalent Factor Concept; 1.3 Codes Of Practice; 1.3.1 Introduction; 1.3.2 Eurocodes 3 and 4; 1.3.3 Eurocode 9; 1.3.4 Execution (EN 1090-2); 1.3.5 Other execution standards; 1.4 Description Of The Structures Used In The Worked Examples
1.4.1 Introduction1.4.2 Steel and concrete composite road bridge (worked example 1); 1.4.2.1 Longitudinal elevation and transverse cross section; 1.4.2.2 Materials and structural steel distribution; 1.4.2.3 The construction stages; 1.4.3 Chimney (worked example 2); 1.4.3.1 Introduction; 1.4.3.2 General characteristics of the chimney; 1.4.3.3 Dimensions of socket joint located at +11.490 m (see Figure 1.20); 1.4.3.4 Dimensions of ground plate joint with welded stiffeners located at the bottom, at +0.350 m:; 1.4.3.5 Dimensions of manhole located between +1.000 m and +2.200 m 1.4.4 Crane supporting structures (worked example 3)1.4.4.1 Introduction; 1.4.4.2 Actions to be considered; Chapter 2:Application Range And Limitations; 2.1 Introduction; 2.2 Materials; 2.3 Corrosion; 2.4 Temperature; 2.5 Loading Rate; 2.6 Limiting Stress Ranges; Chapter 3:Determination Of Stresses And Stress Ranges; 3.1 Fatigue Loads; 3.1.1 Introduction; 3.1.2 Road bridges; 3.1.2.1 Fatigue load model 1 (FLM1); 3.1.2.2 Fatigue load model 2 (FLM2); 3.1.2.3 Fatigue load model 3 (FLM3); 3.1.2.4 Fatigue load model 4 (FLM4); 3.1.2.5 Fatigue load model 5 (FLM5); 3.1.3 Railway bridges 3.1.4 Crane supporting structures3.1.5 Masts, towers, and chimneys; 3.1.6 Silos and tanks; 3.1.7 Tensile cable structures, tension components; 3.1.8 Other structures; 3.2 Damage Equivalent Factors; 3.2.1 Concept; 3.2.2 Critical influence line length; 3.2.3 Road bridges; 3.2.4 Railway bridges; 3.2.5 Crane supporting structures; 3.2.6 Towers, masts and chimneys; 3.3 Calculation Of Stresses; 3.3.1 Introduction; 3.3.2 Relevant nominal stresses; 3.3.3 Stresses in bolted joints; 3.3.4 Stresses in welds; 3.3.5 Nominal stresses in steel and concrete composite bridges 3.3.6 Nominal stresses in tubular structures (frames and trusses)3.4 Modified Nominal Stresses And Concentration Factors; 3.4.1 Generalities; 3.4.2 Misalignments; 3.5 Geometric Stresses (Structural Stress At The Hot Spot); 3.5.1 Introduction; 3.5.2 Determination using FEM modelling; 3.5.3 Determination using formulas; 3.6 Stresses In Orthotropic Decks; 3.7 Calculation Of Stress Ranges; 3.7.1 Introduction; 3.7.2 Stress range in non-welded details; 3.7.3 Stress ranges in bolted joints; 3.7.4 Stress range in welds; 3.7.5 Multiaxial stress range cases; 3.7.5.1 Introduction 3.7.5.2 Possible stress range cases |
| Record Nr. | UNINA-9910830440203321 |
|
Nussbaumer Alain <1964->
|
||
| Berlin, Germany : , : Wilhelm Ernst & Sohn, Verlag für Architektur und technische Wissenschaften, , [2011] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Recommendations for design and analysis of earth structures using geosynthetic reinforcements - EBGEO / / Deutsche Gesellschaft für Geotechnik ; translation by Alan Johnson
| Recommendations for design and analysis of earth structures using geosynthetic reinforcements - EBGEO / / Deutsche Gesellschaft für Geotechnik ; translation by Alan Johnson |
| Pubbl/distr/stampa | Berlin, Germany : , : Wilhelm Ernst & Sohn, Verlag für Architektur und technische Wissenschaften, , [2011] |
| Descrizione fisica | 1 online resource (340 p.) |
| Disciplina | 624.15 |
| Soggetto topico |
Geosynthetics - Research
Engineering geology - Research |
| Soggetto genere / forma | Electronic books. |
| ISBN |
3-433-60146-1
1-283-43212-9 9786613432124 1-62198-080-4 3-433-60093-7 3-433-60147-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Title Page; Preface to the English edition; Notes for the User; 1 Introduction to the Recommendations and their Application Principles; 1.1 National and International Regulations; 1.2 Types of Analysis and Limit States using the Partial Safety Factor Approach; 1.2.1 New Standards Generation and Transitional Regulations; 1.2.2 Effects and Resistances; 1.2.3 Limit States; 1.2.4 Applying EBGEO in Conjunction with DIN EN 1997-1; 1.3 Examples of Reinforced Earth Structures; 1.4 General Definitions Reinforced fill or reinforced earth structures; 2 Demands on Materials; 2.1 Soil
2.1.1 Ground Investigation2.1.2 Fill Soil; 2.1.2.1 Soil Mechanics Demands; 2.1.2.1.1 Predominantly Statically Loaded Structures; 2.1.2.1.2 Predominantly Dynamically Loaded Structures; 2.1.2.2 Soil Chemistry Demands; 2.1.2.3 Execution; 2.1.3 Back-fill and Cover-fill Soils; 2.2 Geosynthetics; 2.2.1 General Recommendations; 2.2.2 Raw Materials; 2.2.3 Product Properties and Demands; 2.2.4 Testing and Reduction Factors; 2.2.4.1 General Recommendations; 2.2.4.2 Product Identification (DIN EN ISO 10320); 2.2.4.3 Mass Per Unit Area (DIN EN ISO 9864); 2.2.4.4 Short-term Load-Extenson Behaviour 2.2.4.4.1 Tensile Strength and Strain (DIN EN ISO 10319)2.2.4.4.2 Axial Stiffness; 2.2.4.4.3 Uniaxial and Biaxial Reinforcement; 2.2.4.4.4 Serviceability Limit State/Strain Behaviour; 2.2.4.5 Long-term Load-Extension Behaviour (Creep Rupture, Creep); 2.2.4.5.1 General Recommendations; 2.2.4.5.2 Determining Reduction Factor A1 from Creep Testing; 2.2.4.5.3 Reduction Factor A1 for Creep Failure Behaviour; 2.2.4.5.4 Identifying Long-term Strain Behaviour by Evaluating Isochrones; 2.2.4.6 Resistance to Mechanical Damage During Installation 2.2.4.6.1 General Recommendations 2.2.4.6.1 General Recommendations2.2.4.6.2 Reduction Factor A2 for Damage to Geosynthetics During Transportation, Installation and Compaction; 2.2.4.6.3 In-situ Testing; 2.2.4.6.4 Laboratory Testing (DIN EN ISO 10722); 2.2.4.7 Joins and Connections; 2.2.4.7.1 General Recommendations; 2.2.4.7.2 Reduction Factor A3 for Junctions, Joins, Seams and Connections to Other Structural Elements; 2.2.4.7.3 Determining the Reduction Factor A3 by Testing; 2.2.4.8 Chemical Resistance; 2.2.4.8.1 Reduction Factor A4 for Environmental Chemical Impacts; 2.2.4.8.2 Determining Chemical Resistance by Testing 2.2.4.9 Additional Environmental Impacts2.2.4.9.1 Microbiological Resistance; 2.2.4.9.2 Biological Resistance and Vandalism; 2.2.4.9.3 Weathering Resistance (UV Resistance); 2.2.4.10 Effects of Predominantly Dynamic Actions; 2.2.4.10.1 Reduction Factor A5 for Predominantly Dynamic Actions; 2.2.4.10.2 Determining the Reduction Factor A5 for Predominantly Dynamic Actions by Testing; 2.2.4.11 Friction and Composite Behaviour; 2.2.4.11.1 General Recommendations; 2.2.4.11.2 Determining Composite Coefficients by Testing; 2.3 Bibliography; 3 Analysis Principles; 3.1 General Principles 3.2 Allocation of Geosynthetic-reinforced Structures to Geotechnical Categories |
| Record Nr. | UNINA-9910139724103321 |
| Berlin, Germany : , : Wilhelm Ernst & Sohn, Verlag für Architektur und technische Wissenschaften, , [2011] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Recommendations for design and analysis of earth structures using geosynthetic reinforcements - EBGEO / / Deutsche Gesellschaft für Geotechnik ; translation by Alan Johnson
| Recommendations for design and analysis of earth structures using geosynthetic reinforcements - EBGEO / / Deutsche Gesellschaft für Geotechnik ; translation by Alan Johnson |
| Pubbl/distr/stampa | Berlin, Germany : , : Wilhelm Ernst & Sohn, Verlag für Architektur und technische Wissenschaften, , [2011] |
| Descrizione fisica | 1 online resource (340 p.) |
| Disciplina | 624.15 |
| Soggetto topico |
Geosynthetics - Research
Engineering geology - Research |
| ISBN |
3-433-60146-1
1-283-43212-9 9786613432124 1-62198-080-4 3-433-60093-7 3-433-60147-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Title Page; Preface to the English edition; Notes for the User; 1 Introduction to the Recommendations and their Application Principles; 1.1 National and International Regulations; 1.2 Types of Analysis and Limit States using the Partial Safety Factor Approach; 1.2.1 New Standards Generation and Transitional Regulations; 1.2.2 Effects and Resistances; 1.2.3 Limit States; 1.2.4 Applying EBGEO in Conjunction with DIN EN 1997-1; 1.3 Examples of Reinforced Earth Structures; 1.4 General Definitions Reinforced fill or reinforced earth structures; 2 Demands on Materials; 2.1 Soil
2.1.1 Ground Investigation2.1.2 Fill Soil; 2.1.2.1 Soil Mechanics Demands; 2.1.2.1.1 Predominantly Statically Loaded Structures; 2.1.2.1.2 Predominantly Dynamically Loaded Structures; 2.1.2.2 Soil Chemistry Demands; 2.1.2.3 Execution; 2.1.3 Back-fill and Cover-fill Soils; 2.2 Geosynthetics; 2.2.1 General Recommendations; 2.2.2 Raw Materials; 2.2.3 Product Properties and Demands; 2.2.4 Testing and Reduction Factors; 2.2.4.1 General Recommendations; 2.2.4.2 Product Identification (DIN EN ISO 10320); 2.2.4.3 Mass Per Unit Area (DIN EN ISO 9864); 2.2.4.4 Short-term Load-Extenson Behaviour 2.2.4.4.1 Tensile Strength and Strain (DIN EN ISO 10319)2.2.4.4.2 Axial Stiffness; 2.2.4.4.3 Uniaxial and Biaxial Reinforcement; 2.2.4.4.4 Serviceability Limit State/Strain Behaviour; 2.2.4.5 Long-term Load-Extension Behaviour (Creep Rupture, Creep); 2.2.4.5.1 General Recommendations; 2.2.4.5.2 Determining Reduction Factor A1 from Creep Testing; 2.2.4.5.3 Reduction Factor A1 for Creep Failure Behaviour; 2.2.4.5.4 Identifying Long-term Strain Behaviour by Evaluating Isochrones; 2.2.4.6 Resistance to Mechanical Damage During Installation 2.2.4.6.1 General Recommendations 2.2.4.6.1 General Recommendations2.2.4.6.2 Reduction Factor A2 for Damage to Geosynthetics During Transportation, Installation and Compaction; 2.2.4.6.3 In-situ Testing; 2.2.4.6.4 Laboratory Testing (DIN EN ISO 10722); 2.2.4.7 Joins and Connections; 2.2.4.7.1 General Recommendations; 2.2.4.7.2 Reduction Factor A3 for Junctions, Joins, Seams and Connections to Other Structural Elements; 2.2.4.7.3 Determining the Reduction Factor A3 by Testing; 2.2.4.8 Chemical Resistance; 2.2.4.8.1 Reduction Factor A4 for Environmental Chemical Impacts; 2.2.4.8.2 Determining Chemical Resistance by Testing 2.2.4.9 Additional Environmental Impacts2.2.4.9.1 Microbiological Resistance; 2.2.4.9.2 Biological Resistance and Vandalism; 2.2.4.9.3 Weathering Resistance (UV Resistance); 2.2.4.10 Effects of Predominantly Dynamic Actions; 2.2.4.10.1 Reduction Factor A5 for Predominantly Dynamic Actions; 2.2.4.10.2 Determining the Reduction Factor A5 for Predominantly Dynamic Actions by Testing; 2.2.4.11 Friction and Composite Behaviour; 2.2.4.11.1 General Recommendations; 2.2.4.11.2 Determining Composite Coefficients by Testing; 2.3 Bibliography; 3 Analysis Principles; 3.1 General Principles 3.2 Allocation of Geosynthetic-reinforced Structures to Geotechnical Categories |
| Record Nr. | UNISA-996217893103316 |
| Berlin, Germany : , : Wilhelm Ernst & Sohn, Verlag für Architektur und technische Wissenschaften, , [2011] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
Recommendations for design and analysis of earth structures using geosynthetic reinforcements - EBGEO / / Deutsche Gesellschaft für Geotechnik ; translation by Alan Johnson
| Recommendations for design and analysis of earth structures using geosynthetic reinforcements - EBGEO / / Deutsche Gesellschaft für Geotechnik ; translation by Alan Johnson |
| Pubbl/distr/stampa | Berlin, Germany : , : Wilhelm Ernst & Sohn, Verlag für Architektur und technische Wissenschaften, , [2011] |
| Descrizione fisica | 1 online resource (340 p.) |
| Disciplina | 624.15 |
| Soggetto topico |
Geosynthetics - Research
Engineering geology - Research |
| ISBN |
3-433-60146-1
1-283-43212-9 9786613432124 1-62198-080-4 3-433-60093-7 3-433-60147-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Title Page; Preface to the English edition; Notes for the User; 1 Introduction to the Recommendations and their Application Principles; 1.1 National and International Regulations; 1.2 Types of Analysis and Limit States using the Partial Safety Factor Approach; 1.2.1 New Standards Generation and Transitional Regulations; 1.2.2 Effects and Resistances; 1.2.3 Limit States; 1.2.4 Applying EBGEO in Conjunction with DIN EN 1997-1; 1.3 Examples of Reinforced Earth Structures; 1.4 General Definitions Reinforced fill or reinforced earth structures; 2 Demands on Materials; 2.1 Soil
2.1.1 Ground Investigation2.1.2 Fill Soil; 2.1.2.1 Soil Mechanics Demands; 2.1.2.1.1 Predominantly Statically Loaded Structures; 2.1.2.1.2 Predominantly Dynamically Loaded Structures; 2.1.2.2 Soil Chemistry Demands; 2.1.2.3 Execution; 2.1.3 Back-fill and Cover-fill Soils; 2.2 Geosynthetics; 2.2.1 General Recommendations; 2.2.2 Raw Materials; 2.2.3 Product Properties and Demands; 2.2.4 Testing and Reduction Factors; 2.2.4.1 General Recommendations; 2.2.4.2 Product Identification (DIN EN ISO 10320); 2.2.4.3 Mass Per Unit Area (DIN EN ISO 9864); 2.2.4.4 Short-term Load-Extenson Behaviour 2.2.4.4.1 Tensile Strength and Strain (DIN EN ISO 10319)2.2.4.4.2 Axial Stiffness; 2.2.4.4.3 Uniaxial and Biaxial Reinforcement; 2.2.4.4.4 Serviceability Limit State/Strain Behaviour; 2.2.4.5 Long-term Load-Extension Behaviour (Creep Rupture, Creep); 2.2.4.5.1 General Recommendations; 2.2.4.5.2 Determining Reduction Factor A1 from Creep Testing; 2.2.4.5.3 Reduction Factor A1 for Creep Failure Behaviour; 2.2.4.5.4 Identifying Long-term Strain Behaviour by Evaluating Isochrones; 2.2.4.6 Resistance to Mechanical Damage During Installation 2.2.4.6.1 General Recommendations 2.2.4.6.1 General Recommendations2.2.4.6.2 Reduction Factor A2 for Damage to Geosynthetics During Transportation, Installation and Compaction; 2.2.4.6.3 In-situ Testing; 2.2.4.6.4 Laboratory Testing (DIN EN ISO 10722); 2.2.4.7 Joins and Connections; 2.2.4.7.1 General Recommendations; 2.2.4.7.2 Reduction Factor A3 for Junctions, Joins, Seams and Connections to Other Structural Elements; 2.2.4.7.3 Determining the Reduction Factor A3 by Testing; 2.2.4.8 Chemical Resistance; 2.2.4.8.1 Reduction Factor A4 for Environmental Chemical Impacts; 2.2.4.8.2 Determining Chemical Resistance by Testing 2.2.4.9 Additional Environmental Impacts2.2.4.9.1 Microbiological Resistance; 2.2.4.9.2 Biological Resistance and Vandalism; 2.2.4.9.3 Weathering Resistance (UV Resistance); 2.2.4.10 Effects of Predominantly Dynamic Actions; 2.2.4.10.1 Reduction Factor A5 for Predominantly Dynamic Actions; 2.2.4.10.2 Determining the Reduction Factor A5 for Predominantly Dynamic Actions by Testing; 2.2.4.11 Friction and Composite Behaviour; 2.2.4.11.1 General Recommendations; 2.2.4.11.2 Determining Composite Coefficients by Testing; 2.3 Bibliography; 3 Analysis Principles; 3.1 General Principles 3.2 Allocation of Geosynthetic-reinforced Structures to Geotechnical Categories |
| Record Nr. | UNINA-9910830270503321 |
| Berlin, Germany : , : Wilhelm Ernst & Sohn, Verlag für Architektur und technische Wissenschaften, , [2011] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
