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Design of FRP and steel plated RC structures [e-book] : retrofitting beams and slabs for strength, stiffness and ductility / by Deric John Oehlers and Rudolf Seracino
| Design of FRP and steel plated RC structures [e-book] : retrofitting beams and slabs for strength, stiffness and ductility / by Deric John Oehlers and Rudolf Seracino |
| Autore | Oehlers, Deric J. |
| Pubbl/distr/stampa | Amsterdam ; Oxford : Elsevier, 2004 |
| Descrizione fisica | xxiv, 228 p. : ill. ; 25 cm |
| Disciplina | 624.17765 |
| Altri autori (Persone) | Seracino, Rudolf, 1970- |
| Soggetto topico |
Plates (Engineering) - Fatigue
Plates (Engineering) - Design and construction Sealing (Technology) Concrete beams Structural engineering |
| Soggetto genere / forma | Electronic books. |
| ISBN |
9780080445489
0080445489 |
| Formato | Risorse elettroniche  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNISALENTO-991003214329707536 |
Oehlers, Deric J.
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| Amsterdam ; Oxford : Elsevier, 2004 | ||
| Risorse elettroniche | ||
| Lo trovi qui: Univ. del Salento | ||
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Design of steel structures . Eurocode 3 Design of steel structures . Part 1-1 General rules and rules for buildings / / Luís Simões da Silva [and three others]
| Design of steel structures . Eurocode 3 Design of steel structures . Part 1-1 General rules and rules for buildings / / Luís Simões da Silva [and three others] |
| Autore | Silva Luis Simões da |
| Edizione | [U.K. edition.] |
| Pubbl/distr/stampa | [Berlin] : , : Wiley, , 2014 |
| Descrizione fisica | 1 online resource (434 p.) |
| Soggetto topico |
Structural engineering
Building, Iron and steel Structural design Steel, Structural |
| Soggetto genere / forma | Electronic books. |
| ISBN |
3-433-60648-X
3-433-60650-1 3-433-60649-8 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910131616003321 |
|
Silva Luis Simões da
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| [Berlin] : , : Wiley, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Design of steel structures . Eurocode 3 Design of steel structures . Part 1-1 General rules and rules for buildings / / Luís Simões da Silva [and three others]
| Design of steel structures . Eurocode 3 Design of steel structures . Part 1-1 General rules and rules for buildings / / Luís Simões da Silva [and three others] |
| Autore | Silva Luis Simões da |
| Edizione | [U.K. edition.] |
| Pubbl/distr/stampa | [Berlin] : , : Wiley, , 2014 |
| Descrizione fisica | 1 online resource (434 p.) |
| Soggetto topico |
Structural engineering
Building, Iron and steel Structural design Steel, Structural |
| ISBN |
3-433-60648-X
3-433-60650-1 3-433-60649-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910830489403321 |
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Silva Luis Simões da
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| [Berlin] : , : Wiley, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Design, fabrication and economy of metal structures : international conference proceedings 2013, Miskolc, Hungary, April 24-26, 2013 / / Karoly Jarmai and Jozsef Farkas (eds.)
| Design, fabrication and economy of metal structures : international conference proceedings 2013, Miskolc, Hungary, April 24-26, 2013 / / Karoly Jarmai and Jozsef Farkas (eds.) |
| Edizione | [1st ed. 2013.] |
| Pubbl/distr/stampa | Heidelberg [Germany] : , : Springer, , 2013 |
| Descrizione fisica | 1 online resource (xx, 671 pages) : illustrations (some color) |
| Disciplina | 693.7 |
| Collana | Gale eBooks |
| Soggetto topico | Structural engineering |
| ISBN | 3-642-36691-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Section 1 Structural optimization -- Section 2 Thin-walled structures -- Section 3 Stability -- Section 4 Fatigue -- Section 5 Frames -- Section 6 Fire -- Section 7 Fabrication -- Section 8 Welding technology -- Section 9 Applications -- Section 10 Steel-concrete composite -- Section 11 Special problems. |
| Record Nr. | UNINA-9910437766503321 |
| Heidelberg [Germany] : , : Springer, , 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Designing weldments / / Ramesh Singh
| Designing weldments / / Ramesh Singh |
| Autore | Singh Ramesh |
| Pubbl/distr/stampa | Hoboken, New Jersey : , : John Wiley & Sons, Inc., , [2022] |
| Descrizione fisica | 1 online resource (236 pages) |
| Disciplina | 671.52 |
| Soggetto topico | Structural engineering |
| ISBN |
1-119-86584-0
1-119-86582-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover -- Half-Title Page -- Series Page -- Title Page -- Copyright Page -- Contents -- List of Figures -- List of Tables -- Foreword -- Preface -- 1 Properties and Strength of Material -- 1.1 Introduction -- 2 Properties of Metals -- 2.1 Material Properties -- 2.1.1 Structure Insensitive Properties -- 2.1.2 Structure Sensitive Properties -- 2.1.3 Mechanical Properties -- 2.1.3.1 Modulus of Elasticity -- 2.1.3.2 Tensile Strength -- 2.1.3.3 Yield Strength -- 2.1.3.4 Fatigue Strength -- 2.1.3.5 Ductility -- 2.1.3.6 Elastic Limit -- 2.1.3.7 Impact Strength -- 2.1.3.8 Energy Absorption in Impact Testing -- 2.1.3.9 Transition Temperature for Energy Absorption -- 2.1.3.10 Transition Temperature for Lateral Expansion -- 2.1.3.11 Drop-Weight Tear Test (DWTT) -- 2.1.3.12 Fracture Toughness -- 2.1.4 Low Temperature Properties -- 2.1.4.1 Metal Strength at Low Temperature -- 2.1.5 Elevated Temperature Properties -- 2.1.6 Physical Properties -- 2.1.6.1 Thermal Conductivity -- 2.1.6.2 Coefficient of Thermal Expansion -- 2.1.6.3 Melting Point -- 2.1.7 Electrical Conductivity -- 2.1.8 Corrosion Properties -- 3 Design: Load Conditions -- 3.1 Design of Welds -- 3.2 Design by Calculations -- 3.2.1 Different Types of Loading -- 3.2.2 Tension -- 3.2.3 Compression -- 3.2.4 Bending -- 3.2.5 Shear -- 3.2.6 Torsion -- 3.2.7 Flat Sections -- 3.2.8 Round Cross Sectionals -- 3.2.9 Transfer of Forces -- 4 Design of Welds and Weldments -- 4.1 Introduction -- 4.1.1 Structural Types that Affect Weld Design -- 4.2 Full Penetration Welds -- 4.3 Partial Penetration Welds -- 4.4 Groove Welds -- 4.4.1 Definitions of Terms Applicable to Groove Welds -- 4.4.1.1 Effective Length -- 4.4.1.2 Effective Size of CJP Groove Welds -- 4.4.1.3 Effective Weld Size (Flare Groove) -- 4.4.1.4 Effective Area of Groove Welds -- 4.5 Weld Grooves -- 4.5.1 Square Groove Welds.
4.5.2 Single Bevel Groove Welds -- 4.5.3 Double Bevel Groove Weld -- 4.5.4 Single-V-Groove Weld -- 4.5.5 Double-V-Groove Welds -- 4.5.6 Single or Double-J-Groove Weld -- 4.5.7 Single or Double-U-Groove Weld -- 4.6 Fillet Welds -- 4.6.1 Definitions Applicable to Fillet Welds -- 4.6.1.1 Effective Length (Straight) -- 4.6.1.2 Effective Length (Curved) -- 4.6.1.3 Minimum Length -- 4.6.1.4 Intermittent Fillet Welds (Minimum Length) -- 4.6.1.5 Maximum Effective Length -- 4.6.1.6 Calculation of Effective Throat -- 4.6.1.7 Reinforcing Fillet Welds -- 4.6.1.8 Maximum Weld Size in Lap Joints -- 4.6.1.9 Effective Area of Fillet Welds -- 4.7 About Fillet Weld -- 4.7.1 Filet Weld Defined and Explained -- 4.7.1.1 Single Fillet Welds -- 4.7.1.2 Double Fillet Welds -- 4.7.1.3 Combined Groove and Fillet Welds -- 4.8 Weld Design and Loading -- 4.8.1 Common Conditions to Consider When Designing Welded Connections -- 4.8.2 Marking the Fabrication and Construction Drawings -- 4.8.3 Effective Areas -- 4.8.4 Effective Area of Groove Welds -- 4.9 Sizing Fillet Welds -- 4.9.1 Effective Length of Straight Fillet Welds -- 4.9.2 The Determination of Effective Throat of a Fillet Weld -- 4.9.2.1 Fillet Welds Joining Perpendicular Members -- 4.9.2.2 Fillet Weld in Acute Angle -- 4.9.2.3 Fillet Welds That Make Angle Between 60° and 80° -- 4.9.2.4 Fillet Welds That Make Acute Angle Between 60° and 30° -- 4.9.2.5 Reinforcing Fillet Welds -- 4.9.3 Fillet Welds - Minimum Size -- 4.9.4 Maximum Weld Size in Lap Joints -- 4.9.5 Skewed T-Joints -- 4.9.5.1 T-Joint Welds in Acute Angles Between 80° and 60° and in Obtuse Angles Greater Than 100° -- 4.9.5.2 T-Joint Welds in Angles Between 60° and 30° -- 4.9.5.3 T-Joint Welds in Angles Less than 30° -- 4.9.5.4 Effective Length of Skewed T-Joints -- 4.9.5.5 Effective Throat of Skewed T-Joints -- 4.9.5.6 Effective Area of Skewed T-Joints. 4.10 Fillet Welds in Holes and Slots -- 4.10.1 Slot Ends -- 4.10.2 Effective Length of Fillet Welds in Holes or Slots -- 4.10.3 Effective Area of Fillet Welds in Holes or Slots -- 4.10.4 Diameter and Width Limitations -- 4.10.5 Slot Length and Shape -- 4.10.6 Effective Area of Plug and Slot Welds -- 4.11 Designing Calculations for Skewed Fillet Weld -- 4.12 Treating Weld as a Line -- 4.12.1 Calculation Approach -- 4.12.2 Finding the Size of the Weld -- 4.12.3 Calculated Stresses -- 4.12.4 Stress in Fillet Welds -- 4.12.5 Joint Configuration and Details -- 4.12.6 Compression Member Connections and Splices -- 4.12.7 Where There is an Issue of Through-Thickness Loading on the Base Plate -- 4.12.8 Determining the Capacity of Combinations of Welds -- 4.12.9 Corner and T-Joint Surface Contouring -- 4.12.10 Weld Access Holes -- 4.12.11 Welds with Rivets or Bolts -- 4.12.12 Joint Configuration and Details -- 4.12.12.1 Groove Welds - Transitions in Thicknesses and -- 4.12.12.2 Partial Length CJP Groove Weld Prohibition -- 4.12.12.3 Flare Welds, Flare Groove and Intermittent PJP Groove Welds -- 4.12.12.4 Joint Configuration and Details -- 4.12.12.5 Termination of Fillet Welds -- 4.12.12.6 Fillet Welds in Holes and Slots -- 4.13 Design of Tubular Connections -- 4.13.1 Weld Joint Design -- 4.13.2 Uneven Distribution of Load -- 4.13.3 Collapse -- 4.13.4 Lamellar Tear and Lamination -- 4.13.5 Fatigue -- 4.14 Design for Cyclic Loading -- 4.14.1 Improving Fatigue Performance of Welds, and Evaluation of S-N Curves for Design -- 4.14.1.1 Typical Weld Flushing Plan -- 4.15 Aluminum -- 4.15.1 Aluminum Alloys and Their Characteristics -- 4.15.1.1 Aluminum Alloys Series 1xxx -- 4.15.1.2 Aluminum Alloy Series 2xxx -- 4.15.1.3 Aluminum Alloy Series 3xxx -- 4.15.1.4 Aluminum Alloy Series 4xxx -- 4.15.1.5 Aluminum Alloy Series 5xxx -- 4.15.1.6 Aluminum Alloy Series 6xxx. 4.15.1.7 Aluminum Alloy Series 7xxx -- 4.15.2 The Aluminum Alloy Temper and Designation System -- 4.15.3 Wrought Alloy Designation System -- 4.15.4 Cast Alloy Designation -- 4.15.5 The Aluminum Temper Designation System -- 4.16 Welding Aluminum -- 4.16.1 Aluminum Welding Electrodes -- 4.16.2 Electrical Parameters -- 4.17 Design for Welding Aluminum -- 4.17.1 Effect of Welding on the Strength of Aluminum and its Alloys -- 4.17.2 Effect of Service Temperature -- 4.17.3 Type of Weld Joints for Aluminum Welding -- 4.17.3.1 Butt Joints -- 4.17.4 Lap Joint for Aluminum Welding -- 4.17.5 Use of T-Joints in Aluminum Welding -- 4.18 Distribution of Stress in Aluminum Weld Design -- 4.18.1 Shear Strength of Aluminum Fillet Welds -- 4.18.2 Fatigue Strength in Aluminum Welds -- 4.19 Heat and Distortion Control -- 4.19.1 Angular Distortion -- 4.19.2 Longitudinal Distortions -- 5 Introduction to Welding Processes -- 5.1 Introduction -- 5.2 Shielded Metal Arc Welding (SMAW) -- 5.3 Gas Tungsten Arc Welding -- 5.4 Gas Metal Arc Welding -- 5.5 Flux Cored Arc Welding (FCAW) -- 5.6 Submerged Arc Welding (SAW) -- 5.7 Electroslag Welding (ESW) -- 5.8 Plasma Arc Welding -- 5.9 Stud Welding -- 5.10 Oxyfuel Gas Welding -- 5.11 Hyperbaric Welding -- 5.12 Application of Welding Processes -- 6 Welding Symbols -- 6.1 Introduction -- 6.2 Common Weld Symbols and Their Meanings -- 6.2.1 The Basic Structure of Welding Symbol -- 6.2.2 Types of Welds and Their Symbols -- 6.3 Fillet Welds -- 6.3.1 The Length of the Fillet Weld -- 6.4 Groove Welds -- 6.4.1 Square Groove Welds -- 6.4.2 V-Groove Welds -- 6.5 Bevel Groove Welds -- 6.5.1 U-Groove Welds -- 6.5.2 J-Groove Welds -- 6.5.3 Flare-V Groove Welds -- 6.5.4 Flare Bevel Groove Weld -- 6.6 Plug and Slot Welds -- 7 Structural Design and Welding Specifications, and Other Useful Information -- 7.1 Introduction. 7.2 Structural Welding Codes -- 7.3 Useful Engineering Information -- Index -- Also of Interest -- EULA. |
| Record Nr. | UNINA-9910566694703321 |
|
Singh Ramesh
|
||
| Hoboken, New Jersey : , : John Wiley & Sons, Inc., , [2022] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Designing weldments / / Ramesh Singh
| Designing weldments / / Ramesh Singh |
| Autore | Singh Ramesh |
| Pubbl/distr/stampa | Hoboken, New Jersey : , : Wiley, , [2022] |
| Descrizione fisica | 1 online resource (236 pages) |
| Disciplina | 671.52 |
| Soggetto topico | Structural engineering |
| ISBN |
1-119-86584-0
1-119-86582-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover -- Half-Title Page -- Series Page -- Title Page -- Copyright Page -- Contents -- List of Figures -- List of Tables -- Foreword -- Preface -- 1 Properties and Strength of Material -- 1.1 Introduction -- 2 Properties of Metals -- 2.1 Material Properties -- 2.1.1 Structure Insensitive Properties -- 2.1.2 Structure Sensitive Properties -- 2.1.3 Mechanical Properties -- 2.1.3.1 Modulus of Elasticity -- 2.1.3.2 Tensile Strength -- 2.1.3.3 Yield Strength -- 2.1.3.4 Fatigue Strength -- 2.1.3.5 Ductility -- 2.1.3.6 Elastic Limit -- 2.1.3.7 Impact Strength -- 2.1.3.8 Energy Absorption in Impact Testing -- 2.1.3.9 Transition Temperature for Energy Absorption -- 2.1.3.10 Transition Temperature for Lateral Expansion -- 2.1.3.11 Drop-Weight Tear Test (DWTT) -- 2.1.3.12 Fracture Toughness -- 2.1.4 Low Temperature Properties -- 2.1.4.1 Metal Strength at Low Temperature -- 2.1.5 Elevated Temperature Properties -- 2.1.6 Physical Properties -- 2.1.6.1 Thermal Conductivity -- 2.1.6.2 Coefficient of Thermal Expansion -- 2.1.6.3 Melting Point -- 2.1.7 Electrical Conductivity -- 2.1.8 Corrosion Properties -- 3 Design: Load Conditions -- 3.1 Design of Welds -- 3.2 Design by Calculations -- 3.2.1 Different Types of Loading -- 3.2.2 Tension -- 3.2.3 Compression -- 3.2.4 Bending -- 3.2.5 Shear -- 3.2.6 Torsion -- 3.2.7 Flat Sections -- 3.2.8 Round Cross Sectionals -- 3.2.9 Transfer of Forces -- 4 Design of Welds and Weldments -- 4.1 Introduction -- 4.1.1 Structural Types that Affect Weld Design -- 4.2 Full Penetration Welds -- 4.3 Partial Penetration Welds -- 4.4 Groove Welds -- 4.4.1 Definitions of Terms Applicable to Groove Welds -- 4.4.1.1 Effective Length -- 4.4.1.2 Effective Size of CJP Groove Welds -- 4.4.1.3 Effective Weld Size (Flare Groove) -- 4.4.1.4 Effective Area of Groove Welds -- 4.5 Weld Grooves -- 4.5.1 Square Groove Welds.
4.5.2 Single Bevel Groove Welds -- 4.5.3 Double Bevel Groove Weld -- 4.5.4 Single-V-Groove Weld -- 4.5.5 Double-V-Groove Welds -- 4.5.6 Single or Double-J-Groove Weld -- 4.5.7 Single or Double-U-Groove Weld -- 4.6 Fillet Welds -- 4.6.1 Definitions Applicable to Fillet Welds -- 4.6.1.1 Effective Length (Straight) -- 4.6.1.2 Effective Length (Curved) -- 4.6.1.3 Minimum Length -- 4.6.1.4 Intermittent Fillet Welds (Minimum Length) -- 4.6.1.5 Maximum Effective Length -- 4.6.1.6 Calculation of Effective Throat -- 4.6.1.7 Reinforcing Fillet Welds -- 4.6.1.8 Maximum Weld Size in Lap Joints -- 4.6.1.9 Effective Area of Fillet Welds -- 4.7 About Fillet Weld -- 4.7.1 Filet Weld Defined and Explained -- 4.7.1.1 Single Fillet Welds -- 4.7.1.2 Double Fillet Welds -- 4.7.1.3 Combined Groove and Fillet Welds -- 4.8 Weld Design and Loading -- 4.8.1 Common Conditions to Consider When Designing Welded Connections -- 4.8.2 Marking the Fabrication and Construction Drawings -- 4.8.3 Effective Areas -- 4.8.4 Effective Area of Groove Welds -- 4.9 Sizing Fillet Welds -- 4.9.1 Effective Length of Straight Fillet Welds -- 4.9.2 The Determination of Effective Throat of a Fillet Weld -- 4.9.2.1 Fillet Welds Joining Perpendicular Members -- 4.9.2.2 Fillet Weld in Acute Angle -- 4.9.2.3 Fillet Welds That Make Angle Between 60° and 80° -- 4.9.2.4 Fillet Welds That Make Acute Angle Between 60° and 30° -- 4.9.2.5 Reinforcing Fillet Welds -- 4.9.3 Fillet Welds - Minimum Size -- 4.9.4 Maximum Weld Size in Lap Joints -- 4.9.5 Skewed T-Joints -- 4.9.5.1 T-Joint Welds in Acute Angles Between 80° and 60° and in Obtuse Angles Greater Than 100° -- 4.9.5.2 T-Joint Welds in Angles Between 60° and 30° -- 4.9.5.3 T-Joint Welds in Angles Less than 30° -- 4.9.5.4 Effective Length of Skewed T-Joints -- 4.9.5.5 Effective Throat of Skewed T-Joints -- 4.9.5.6 Effective Area of Skewed T-Joints. 4.10 Fillet Welds in Holes and Slots -- 4.10.1 Slot Ends -- 4.10.2 Effective Length of Fillet Welds in Holes or Slots -- 4.10.3 Effective Area of Fillet Welds in Holes or Slots -- 4.10.4 Diameter and Width Limitations -- 4.10.5 Slot Length and Shape -- 4.10.6 Effective Area of Plug and Slot Welds -- 4.11 Designing Calculations for Skewed Fillet Weld -- 4.12 Treating Weld as a Line -- 4.12.1 Calculation Approach -- 4.12.2 Finding the Size of the Weld -- 4.12.3 Calculated Stresses -- 4.12.4 Stress in Fillet Welds -- 4.12.5 Joint Configuration and Details -- 4.12.6 Compression Member Connections and Splices -- 4.12.7 Where There is an Issue of Through-Thickness Loading on the Base Plate -- 4.12.8 Determining the Capacity of Combinations of Welds -- 4.12.9 Corner and T-Joint Surface Contouring -- 4.12.10 Weld Access Holes -- 4.12.11 Welds with Rivets or Bolts -- 4.12.12 Joint Configuration and Details -- 4.12.12.1 Groove Welds - Transitions in Thicknesses and -- 4.12.12.2 Partial Length CJP Groove Weld Prohibition -- 4.12.12.3 Flare Welds, Flare Groove and Intermittent PJP Groove Welds -- 4.12.12.4 Joint Configuration and Details -- 4.12.12.5 Termination of Fillet Welds -- 4.12.12.6 Fillet Welds in Holes and Slots -- 4.13 Design of Tubular Connections -- 4.13.1 Weld Joint Design -- 4.13.2 Uneven Distribution of Load -- 4.13.3 Collapse -- 4.13.4 Lamellar Tear and Lamination -- 4.13.5 Fatigue -- 4.14 Design for Cyclic Loading -- 4.14.1 Improving Fatigue Performance of Welds, and Evaluation of S-N Curves for Design -- 4.14.1.1 Typical Weld Flushing Plan -- 4.15 Aluminum -- 4.15.1 Aluminum Alloys and Their Characteristics -- 4.15.1.1 Aluminum Alloys Series 1xxx -- 4.15.1.2 Aluminum Alloy Series 2xxx -- 4.15.1.3 Aluminum Alloy Series 3xxx -- 4.15.1.4 Aluminum Alloy Series 4xxx -- 4.15.1.5 Aluminum Alloy Series 5xxx -- 4.15.1.6 Aluminum Alloy Series 6xxx. 4.15.1.7 Aluminum Alloy Series 7xxx -- 4.15.2 The Aluminum Alloy Temper and Designation System -- 4.15.3 Wrought Alloy Designation System -- 4.15.4 Cast Alloy Designation -- 4.15.5 The Aluminum Temper Designation System -- 4.16 Welding Aluminum -- 4.16.1 Aluminum Welding Electrodes -- 4.16.2 Electrical Parameters -- 4.17 Design for Welding Aluminum -- 4.17.1 Effect of Welding on the Strength of Aluminum and its Alloys -- 4.17.2 Effect of Service Temperature -- 4.17.3 Type of Weld Joints for Aluminum Welding -- 4.17.3.1 Butt Joints -- 4.17.4 Lap Joint for Aluminum Welding -- 4.17.5 Use of T-Joints in Aluminum Welding -- 4.18 Distribution of Stress in Aluminum Weld Design -- 4.18.1 Shear Strength of Aluminum Fillet Welds -- 4.18.2 Fatigue Strength in Aluminum Welds -- 4.19 Heat and Distortion Control -- 4.19.1 Angular Distortion -- 4.19.2 Longitudinal Distortions -- 5 Introduction to Welding Processes -- 5.1 Introduction -- 5.2 Shielded Metal Arc Welding (SMAW) -- 5.3 Gas Tungsten Arc Welding -- 5.4 Gas Metal Arc Welding -- 5.5 Flux Cored Arc Welding (FCAW) -- 5.6 Submerged Arc Welding (SAW) -- 5.7 Electroslag Welding (ESW) -- 5.8 Plasma Arc Welding -- 5.9 Stud Welding -- 5.10 Oxyfuel Gas Welding -- 5.11 Hyperbaric Welding -- 5.12 Application of Welding Processes -- 6 Welding Symbols -- 6.1 Introduction -- 6.2 Common Weld Symbols and Their Meanings -- 6.2.1 The Basic Structure of Welding Symbol -- 6.2.2 Types of Welds and Their Symbols -- 6.3 Fillet Welds -- 6.3.1 The Length of the Fillet Weld -- 6.4 Groove Welds -- 6.4.1 Square Groove Welds -- 6.4.2 V-Groove Welds -- 6.5 Bevel Groove Welds -- 6.5.1 U-Groove Welds -- 6.5.2 J-Groove Welds -- 6.5.3 Flare-V Groove Welds -- 6.5.4 Flare Bevel Groove Weld -- 6.6 Plug and Slot Welds -- 7 Structural Design and Welding Specifications, and Other Useful Information -- 7.1 Introduction. 7.2 Structural Welding Codes -- 7.3 Useful Engineering Information -- Index -- Also of Interest -- EULA. |
| Record Nr. | UNINA-9910830260603321 |
|
Singh Ramesh
|
||
| Hoboken, New Jersey : , : Wiley, , [2022] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Digital technologies in construction engineering : selected papers / / Sergey Vasil'yevich Klyuev, editor
| Digital technologies in construction engineering : selected papers / / Sergey Vasil'yevich Klyuev, editor |
| Pubbl/distr/stampa | Cham, Switzerland : , : Springer, , [2022] |
| Descrizione fisica | 1 online resource (397 pages) |
| Disciplina | 624 |
| Collana | Lecture notes in civil engineering |
| Soggetto topico |
Civil engineering
Construction industry - Technological innovations Structural engineering |
| ISBN | 3-030-81289-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910522997603321 |
| Cham, Switzerland : , : Springer, , [2022] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Don't mess with structural engineers [[electronic resource] ] : expanding our role : proceedings of the 2009 Structures Congress, April 30-May 2, 2009, Austin, Texas / / sponsored by the Structural Engineering Institute (SEI) of the American Society of Civil Engineers ; edited by Lawrence Griffis ... [et al.]
| Don't mess with structural engineers [[electronic resource] ] : expanding our role : proceedings of the 2009 Structures Congress, April 30-May 2, 2009, Austin, Texas / / sponsored by the Structural Engineering Institute (SEI) of the American Society of Civil Engineers ; edited by Lawrence Griffis ... [et al.] |
| Pubbl/distr/stampa | Reston, Va., : American Society of Civil Engineers, 2009 |
| Descrizione fisica | 1 online resource (2931 p.) |
| Disciplina | 624.1 |
| Altri autori (Persone) | GriffisLawrence |
| Soggetto topico |
Engineers
Structural engineering |
| Soggetto genere / forma | Electronic books. |
| ISBN | 0-7844-7278-5 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""Cover""; ""Table of Contents""; ""Bridge and Transportation Structures 1""; ""Bridge Design Practice""; ""183A Turnpike: A Design-Build Success Story""; ""Effectiveness of Bent Plate Connection for End Cross-Frames in Skewed Steel Bridges""; ""Safety Issues for Performance Based Design of High-Speed MAGLEV Guideway Structures""; ""Trapezoidal Steel Box Girder Design for Spur 366 Extension Project""; ""Design and Analysis of Bridges""; ""A Novel Approach to Analyze Existing Bridges Efficiently""; ""Numerical Investigation of River Ice-Bridge Pier Interaction""
""Three-Dimensional Wind Correlation: Estimations from In Situ Measurements""""Bridge Construction Issues""; ""A Method to Calculate Rotational Deformations of Curved Plate Girders during Lifting""; ""Construction Control of a Self-Anchored Suspension Bridge with Space Reticulate Cable""; ""Rehabilitating a Historic Wooden Covered Bridge to Carry Modern Truck Loads with No Visual Impacts to the Structure""; ""Bridge Monitoring and Serviceability""; ""Finite Element Model Updating of Scale Bridge Model Using Measured Modal Response Data"" ""Structural Health Monitoring of Bridges: Fundamentals, Application Case Study, and Organizational Considerations""""Structural Identification of Bridges to Assess Safety and Performance""; ""Innovations in Bridge Structural Design""; ""Field Measurements on Steel Girder Bridge with Skewed Supports Utilizing Lean-On Bracing""; ""Forty Foot Pedestrian Bridge�Aesthetics Integral to Structure, Towamencin Township, PA""; ""Featured Bridges in Texas""; ""Current State of Segmental Bridge Design / Construction in Texas""; ""Lake Lewisville Passage Span Bridge"" ""Margaret Hunt Hill (Woodall Rodgers) Bridge""""Bridge Superstructure Analysis""; ""FEM Analysis and Field Vibration Testing of a Multispan Curved Girder Bridge""; ""Rolling Tire Functions for Finite Element Models""; ""Safety Evaluation of Seismic Behaviour of the Bill Emerson Memorial Cable-Stayed Bridge""; ""Secondary Moments of Continuous Prestressed Concrete Beams Using Closed Form Equation""; ""Bridge Substructures Analysis""; ""Curved Integral Abutment Bridges�Thermal Response Predictions through Finite Element Analysis"" ""Non-Linear Finite Element Analysis of RC Bridge Columns Using the Softened Membrane Model""""Seismic Design and Ductility Evaluation of Partially Concrete-Filled Steel Box Columns""; ""Bridge Material Issues""; ""Mechanical Properties of Hot-Dip Galvanized Steel""; ""Metal Straps as Soil Reinforcement on Full Height Abutments""; ""On the Effect of Ductility of Confining Material on Concrete Ductility""; ""Using Steel Fiber Reinforced Concrete in Post-Tensioned Anchorage Zones""; ""Safety of Bridges""; ""Central Artery / Tunnel Project-Wide Post-Tensioning Tendon Grout Void Assessment"" ""Evaluation of Behavior of a Laterally Loaded Bridge Pile Group under Scour Conditions"" |
| Record Nr. | UNINA-9910455547603321 |
| Reston, Va., : American Society of Civil Engineers, 2009 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Dynamic of civil engineering and transport structures and wind engineering / / edited by Kamila Kotrasova and Jozef Melcer
| Dynamic of civil engineering and transport structures and wind engineering / / edited by Kamila Kotrasova and Jozef Melcer |
| Pubbl/distr/stampa | Pfaffikon, Switzerland : , : TTP, , 2014 |
| Descrizione fisica | 1 online resource (325 p.) |
| Disciplina | 624 |
| Collana | Applied Mechanics and Materials |
| Soggetto topico |
Civil engineering
Building materials Structural engineering Engineering - Management Transportation engineering |
| Soggetto genere / forma | Electronic books. |
| ISBN | 3-03826-580-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Dynamic of Civil Engineering and Transport Structures and Wind Engineering; Preface and Committee; Table of Contents; Chapter 1: Dynamics of Civil Engineering and Transport Structures; Experimental Modal Analysis of the Footbridge across Vltava River in Prague Damaged by Flood in June 2013; Human-Induced Vertical Vibration of the Footbridge across Opatovicka Street; Long-Term Monitoring of a Composite Steel-Concrete Bridge on the Prague Ring Road; Dynamic Deflection of a Bridge versus Speed of Vehicle Motion; Moving Load Effect of a Truck on Concrete Pavements
Dynamic Load of Vehicle on Asphalt PavementApplications of Integral Transforms in Solving Problems of Dynamic Interaction in the Vehicle-Roadway System; The Comparison between the Applications of Different Types of Boundary Conditions that are Used in the Dynamic Simulation of the Tests of Pavements; The Stress Analysis of the Industrial Fiber-Reinforced Concrete Slab on Elastic Subgrade Loaded by the Operational Loading; Natural Frequencies of Railway Slab on Winkler Foundation; Influence of Construction of Railway Superstructure on Railway Quality Utilization of Multibody Simulations at the Verification of the Stabilizer Bar of the TrolleybusDynamic Time-History Response of Cylindrical Tank Considering Fluid - Structure Interaction due to Earthquake; Engineering Approach of Seismic Analysis of Piling Quay Walls Subject to Redistribution of Lateral Earth Pressure; Safety of Nuclear Power Plants against the Aircraft Attack; Failure Probability of NPP Communication Bridge under the Extreme Loads; Structure Analysis Loaded by Interior Blast Effect; Single Degree of Freedom Analysis of Steel Beams under Blast Loading Impact Resistance of Thin-Walled Shell StructuresImpact Loading of Concrete Slabs; Analysis of High Velocity Impact on Composite Structures; Environmental Noise and Annoyance in the Urban Area at Different Time Intervals; 3D Traffic Noise Simulation; Monitoring of Tram Traffic Noise in the Small Curve Radius; The Efficiency of Dynamic Relaxation Methods in Static Analysis of Cable-Membrane Structures; Form-Finding of Membrane Structures and Necessary Stabilization of this Process; Vibrations in the Assessment of Construction State; Assessment State of Masonry Components Degradation Numerical Modeling of Cylindrical Tank and Compare with ExperimentNon-Destructive Tracking of Structural Changes of Concrete Mixtures during Thermal Stress; Fatigue of Steel Specimens at Low Temperatures; Dynamic Heat Transfer through the External Wall of a Timber Structure; Carrying Capacity Definition of Steel-Concrete Beams with External Reinforcement under the Fire Impact; Mathematical Modelling of Thin-Walled Cold-Rolled Cross-Section; Experimental Study of Torsion of Guyed Mast Shaft; New Results in Dynamics Stability Problems of Elastic Rods Fatigue Damage Accumulation under the Complex Varying Loading |
| Record Nr. | UNINA-9910459982503321 |
| Pfaffikon, Switzerland : , : TTP, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Dynamic of civil engineering and transport structures and wind engineering / / edited by Kamila Kotrasova and Jozef Melcer
| Dynamic of civil engineering and transport structures and wind engineering / / edited by Kamila Kotrasova and Jozef Melcer |
| Pubbl/distr/stampa | Pfaffikon, Switzerland : , : TTP, , 2014 |
| Descrizione fisica | 1 online resource (325 p.) |
| Disciplina | 624 |
| Collana | Applied Mechanics and Materials |
| Soggetto topico |
Civil engineering
Building materials Structural engineering Engineering - Management Transportation engineering |
| ISBN | 3-03826-580-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Dynamic of Civil Engineering and Transport Structures and Wind Engineering; Preface and Committee; Table of Contents; Chapter 1: Dynamics of Civil Engineering and Transport Structures; Experimental Modal Analysis of the Footbridge across Vltava River in Prague Damaged by Flood in June 2013; Human-Induced Vertical Vibration of the Footbridge across Opatovicka Street; Long-Term Monitoring of a Composite Steel-Concrete Bridge on the Prague Ring Road; Dynamic Deflection of a Bridge versus Speed of Vehicle Motion; Moving Load Effect of a Truck on Concrete Pavements
Dynamic Load of Vehicle on Asphalt PavementApplications of Integral Transforms in Solving Problems of Dynamic Interaction in the Vehicle-Roadway System; The Comparison between the Applications of Different Types of Boundary Conditions that are Used in the Dynamic Simulation of the Tests of Pavements; The Stress Analysis of the Industrial Fiber-Reinforced Concrete Slab on Elastic Subgrade Loaded by the Operational Loading; Natural Frequencies of Railway Slab on Winkler Foundation; Influence of Construction of Railway Superstructure on Railway Quality Utilization of Multibody Simulations at the Verification of the Stabilizer Bar of the TrolleybusDynamic Time-History Response of Cylindrical Tank Considering Fluid - Structure Interaction due to Earthquake; Engineering Approach of Seismic Analysis of Piling Quay Walls Subject to Redistribution of Lateral Earth Pressure; Safety of Nuclear Power Plants against the Aircraft Attack; Failure Probability of NPP Communication Bridge under the Extreme Loads; Structure Analysis Loaded by Interior Blast Effect; Single Degree of Freedom Analysis of Steel Beams under Blast Loading Impact Resistance of Thin-Walled Shell StructuresImpact Loading of Concrete Slabs; Analysis of High Velocity Impact on Composite Structures; Environmental Noise and Annoyance in the Urban Area at Different Time Intervals; 3D Traffic Noise Simulation; Monitoring of Tram Traffic Noise in the Small Curve Radius; The Efficiency of Dynamic Relaxation Methods in Static Analysis of Cable-Membrane Structures; Form-Finding of Membrane Structures and Necessary Stabilization of this Process; Vibrations in the Assessment of Construction State; Assessment State of Masonry Components Degradation Numerical Modeling of Cylindrical Tank and Compare with ExperimentNon-Destructive Tracking of Structural Changes of Concrete Mixtures during Thermal Stress; Fatigue of Steel Specimens at Low Temperatures; Dynamic Heat Transfer through the External Wall of a Timber Structure; Carrying Capacity Definition of Steel-Concrete Beams with External Reinforcement under the Fire Impact; Mathematical Modelling of Thin-Walled Cold-Rolled Cross-Section; Experimental Study of Torsion of Guyed Mast Shaft; New Results in Dynamics Stability Problems of Elastic Rods Fatigue Damage Accumulation under the Complex Varying Loading |
| Record Nr. | UNINA-9910787192003321 |
| Pfaffikon, Switzerland : , : TTP, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
