Building Design for Wind Forces : A Guide to ASCE 7-16 Standards /

Expert coverage of ASCE 7-16?compliant, wind-resistant engineering methods for safer, sounder low-rise and standard multi-story buildings. Using the hands-on information contained in this comprehensive engineering guide you will be able to design and construct safer buildings that will better withst...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor principal: Taher, Rima (Autor)
Formato: Electrónico eBook
Idioma:Inglés
Publicado: New York, N.Y. : McGraw-Hill Education, [2018]
Edición:First edition.
Colección:McGraw-Hill's AccessEngineering.
Temas:
Wind resistant design.
Wind-pressure > Handbooks, manuals, etc.
Building, Stormproof.
Electronic books.
Acceso en línea:Texto completo
Tabla de Contenidos:
  • Cover
  • Title Page
  • Copyright Page
  • About the Author
  • Contents
  • Preface
  • Introduction
  • 1 Introduction to Wind Forces and Wind Effects on Buildings and Structures
  • 1.1 Nature and Causes of Wind
  • 1.2 General Overview of Building Design for Wind
  • 1.3 Wind Pressure Distribution on Building Surfaces
  • 1.4 Wind Pressure Distribution on Pitched Roofs
  • 1.5 Internal Pressures
  • 1.6 Factors Impacting Wind Effects
  • 1.7 Air Flow around Buildings?Bernoulli Effect
  • 1.8 Reynolds Number
  • 1.9 Boundary Layer
  • 1.10 Gradient Height
  • 1.11 Wind Measurement
  • 1.12 Power Law
  • 1.13 Surface Roughness Categories in Earlier Building Codes and Standards
  • 1.14 Surface Roughness and Exposure Categories of Recent Codes and Standards
  • 1.15 Wind Hazard Maps
  • 1.16 Types of Building Failures due to Wind and Lateral Loads
  • 1.17 Structural Dynamics?Flexib?e and Rigid Structures
  • 1.18 Aeroelasticity
  • 1.19 Vortex-Induced Oscillations, Flutter, and Galloping
  • 1.20 References-- 2 Overview of the Wind Load Provisions of the ASCE 7-16 Standard
  • 2.1 Building Risk Categories
  • 2.2 Introduction to the ASCE/SEI 7 Standard
  • 2.3 Overview of Wind Design Procedures of the ASCE 7 Standard
  • 2.4 Open, Partially Enclosed, and Enclosed Buildings
  • 2.5 Low-Rise Buildings
  • 2.6 Flexible and Rigid Buildings and Structures
  • 2.7 Diaphragms and Simple-Diaphragm Buildings
  • 2.8 Wind Hazard Maps of the ASCE 7-16
  • 2.9 Mean Roof Height
  • 2.10 References
  • 3 Extreme Wind Events, Hurricanes, and Tornadoes
  • 3.1 Overview of Hurricanes
  • 3.2 Regions of Occurrence of Hurricanes
  • 3.3 Classification of Hurricanes
  • 3.4 Overview of Tornadoes
  • 3.5 Classification of Tornadoes
  • 3.6 General Impacts on Buildings and Structures
  • 3.7 Reference
  • 4 Damage to Structures Caused by Extreme Wind Events
  • 4.1 Introduction to Post-Disaster Investigations
  • 4.2 Flood-Related Damage?The National Flood Insurance Program (NFIP)
  • 4.3 Post-Disaster Investigations of Hurricane Andrew
  • 4.4 Post-Disaster Investigations of Hurricane Katrina
  • 4.5 Post-Disaster Investigations of Tornadoes? Safe Room Performance
  • 4.6 Brief Summary of Typical Wind Damage in Buildings
  • 4.7 Hurricanes of 2017 in the United States and the Caribbean
  • 4.8 Safety Evaluation of Buildings after Windstorm Events and Floods
  • 4.9 Conclusion about Post-Disaster Investigations and Assessments
  • 4.10 References
  • 5 Overview of Wind Engineering Activities and Research Trends
  • 5.1 Coordination of Wind Engineering Activities
  • 5.2 General Research Methodologies
  • 5.3 Overview of Wind Engineering Research
  • 6 Overview of Structural Systems for Lateral Loads
  • 6.1 Overview of Lateral Load Resisting Systems in Buildings
  • 6.2 Overview of the General Building Design Procedure for Lateral Loads
  • 6.3 Shear Walls
  • 6.4 Diaphragms
  • 6.5 Collectors or Drag Struts
  • 6.6 Torsion
  • 6.7 Building Irregularities
  • 6.8 Application Problems
  • 6.9 General Recommendations for Improved Design and Construction
  • 7 Tall Buildings
  • 7.1 Introduction to Wind Effects on Tall Buildings
  • 7.2 Damping Systems
  • 7.3 Brief Structural History of the Skyscraper
  • 7.4 Modern Structural Wind Resisting Systems in Tall Buildings
  • 7.5 Steel Wind Resisting Systems in Tall Buildings
  • 7.6 Concrete Wind Resisting Systems in Tall Buildings
  • 7.7 Composite Steel Wind Resisting Systems in Tall Buildings
  • 7.8 Reference
  • 8 Wind Design Procedures?Wind Load Parameters
  • 8.1 Introduction to the Wind Design Procedures of the ASCE 7-16 Standard
  • 8.2 Wind Load Parameters
  • 8.3 Velocity Pressure
  • 8.4 External Pressure Coefficients (Cp and CN)
  • 8.5 Main Wind Force Resisting System and Components and Cladding?Collectors
  • 8.6 Reference
  • 9 Wind Loads on the Main Wind Force Resisting System (Directional Procedure)
  • 9.1 Introduction?Main Wind Force Resisting System (MWFRS)
  • 9.2 Part 1? Buildings of All Heights
  • 9.3 Part 2? Enclosed Simple-Diaphragm Buildings with h < 160 ft (48.8 m)
  • 9.4 Design Example
  • 10 Wind Loads on the Main Wind Force Resisting System (Envelope Procedure)
  • 10.1 Introduction
  • 10.2 Part 1?Enclosed, Partially Enclosed, or Open Low-Rise Buildings
  • 10.3 Part 2?Enclosed Simple-Diaphragm Low-Rise Buildings
  • 11 Wind Loads on Building Appurtenances and Other Structures
  • 11.1 Introduction
  • 11.2 General Procedure for Rooftop Equipment and Other Structures
  • 12 Wind Loads on Components and Cladding
  • 12.1 Introduction
  • 12.2 General Approach
  • 12.3 General Procedure for Enclosed and Partially Enclosed Low-Rise Buildings or Buildings with a Height (h) Not Exceeding 60 ft (18.3 m)
  • 12.4 Simplified Procedure for Enclosed and Partially Enclosed Low-Rise Buildings or Buildings with a Height (h) Not Exceeding 60 ft (18.3 m)
  • 12.5 Procedure for Enclosed and Partially Enclosed Buildings with a Height (h) of More Than 60 ft (18.3 m)
  • 12.6 Simplified Procedure for Enclosed Buildings with a Height (h) of More Than 60 ft (1&3 m) But Not Exceeding 160 ft (48.8 m)
  • 13 Wind Tunnels?Introduction to the Wind Tunnel Procedure
  • 13.1 Overview of Wind Tunnels
  • 13.2 Measurement of Wind Loads on Structures in Wind Tunnels
  • 13.3 Conditions of the Wind Tunnel Procedure
  • 13.4 Load Limits
  • 13.5 ASCE/SEI 49-12 Standard
  • 13.6 Conclusion
  • 13.7 Reference
  • 14 Introduction to Database-Assisted Design
  • 14.1 Definition of Database-Assisted Design
  • 14.2 History and Benefits of Database-Assisted Design
  • 14.3 Examples of Aerodynamic Databases
  • 14.4 References
  • Index
  • A
  • B
  • C
  • D
  • E
  • F
  • G
  • H
  • I
  • J
  • K
  • L
  • M
  • N
  • O
  • P
  • Q
  • R
  • S
  • T
  • U
  • V
  • W
  • X
  • Y.

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