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

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  • Formaat: EPUB+DRM
  • Ilmumisaeg: 24-Aug-2018
  • Kirjastus: McGraw-Hill Education
  • Keel: eng
  • ISBN-13: 9781259860812
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Building Design for Wind Forces: A Guide to ASCE 7-16 StandardsSuurem pilt
  • Formaat: EPUB+DRM
  • Ilmumisaeg: 24-Aug-2018
  • Kirjastus: McGraw-Hill Education
  • Keel: eng
  • ISBN-13: 9781259860812
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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 withstand extreme wind forces. Written by a recognized structural design expert, the book explains the general concepts and principles involved in the design of buildings and structures for wind forces. Structural systems used to resist wind forces are outlined and explained, in the context of both low-rise and high-rise buildings. 

Building Design for Wind Forces provides easy-to-follow summaries of complex ASCE 7-16 wind load provisions and shows how to apply the corresponding design procedures using practical examples. A detailed discussion of typical structural damage caused by extreme wind events such as hurricanes and tornadoes is presented along with design recommendations. Current wind engineering activities and recent research developments are discussed, and a general overview of wind tunnel procedures and an introduction to the concept of database-assisted design (DAD) is provided. 

Building Design for Wind Forces covers:
•Wind forces and wind effects on buildings and structures
•Wind load provisions of the ASCE 7-16 standard
•Damage to structures caused by extreme wind events
•Wind engineering activities and research trends
•Structural systems for lateral loads
•Tall buildings
•Wind design procedures and wind load parameters
•Wind loads on the Main Wind Force Resisting System (MWFRS)
•Wind loads on Components and Cladding (C&C)
•Wind loads on building appurtenances and other structures
•Wind tunnels and the wind tunnel procedure
•Database-assisted design (DAD)


Preface xiii
Introduction xv
1 Introduction to Wind Forces and Wind Effects on Buildings and Structures
1(16)
1.1 Nature and Causes of Wind
1(1)
1.2 General Overview of Building Design for Wind
1(1)
1.3 Wind Pressure Distribution on Building Surfaces
2(1)
1.4 Wind Pressure Distribution on Pitched Roofs
3(1)
1.5 Internal Pressures
4(1)
1.6 Factors Impacting Wind Effects
5(1)
1.7 Air Flow around Buildings---Bernoulli Effect
5(1)
1.8 Reynolds Number
6(1)
1.9 Boundary Layer
7(1)
1.10 Gradient Height
7(1)
1.11 Wind Measurement
8(1)
1.12 Power Law
8(1)
1.13 Surface Roughness Categories in Earlier Building Codes and Standards
9(2)
1.14 Surface Roughness and Exposure Categories of Recent Codes and Standards
11(1)
1.15 Wind Hazard Maps
11(1)
1.16 Types of Building Failures due to Wind and Lateral Loads
12(2)
1.17 Structural Dynamics---Flexible and Rigid Structures
14(1)
1.18 Aeroelasticity
15(1)
1.19 Vortex-Induced Oscillations, Flutter, and Galloping
15(1)
1.20 References
15(2)
2 Overview of the Wind Load Provisions of the ASCE 7-16 Standard
17(6)
2.1 Building Risk Categories
17(1)
2.2 Introduction to the ASCE/SEI 7 Standard
17(2)
2.3 Overview of Wind Design Procedures of the ASCE 7 Standard
19(1)
2.4 Open, Partially Enclosed, and Enclosed Buildings
19(1)
2.5 Low-Rise Buildings
20(1)
2.6 Flexible and Rigid Buildings and Structures
20(1)
2.7 Diaphragms and Simple-Diaphragm Buildings
20(1)
2.8 Wind Hazard Maps of the ASCE 7-16
20(1)
2.9 Mean Roof Height
21(1)
2.10 References
21(2)
3 Extreme Wind Events, Hurricanes, and Tornadoes
23(6)
3.1 Overview of Hurricanes
23(1)
3.2 Regions of Occurrence of Hurricanes
23(1)
3.3 Classification of Hurricanes
24(1)
3.4 Overview of Tornadoes
24(2)
3.5 Classification of Tornadoes
26(1)
3.6 General Impacts on Buildings and Structures
27(1)
3.7 Reference
27(2)
4 Damage to Structures Caused by Extreme Wind Events
29(22)
4.1 Introduction to Post-Disaster Investigations
29(1)
4.2 Flood-Related Damage---The National Flood Insurance Program (NFIP)
29(1)
4.3 Post-Disaster Investigations of Hurricane Andrew
30(4)
4.4 Post-Disaster Investigations of Hurricane Katrina
34(6)
4.5 Post-Disaster Investigations of Tornadoes---Safe Room Performance
40(4)
4.6 Brief Summary of Typical Wind Damage in Buildings
44(1)
4.7 Hurricanes of 2017 in the United States and the Caribbean
45(1)
4.8 Safety Evaluation of Buildings after Windstorm Events and Floods
46(3)
4.8.1 Field Manuals of the Applied Technology Council (ATC)
46(2)
4.8.2 Safety Assessment Program (SAP) of the California Governor's Office for Emergency Services
48(1)
4.9 Conclusion about Post-Disaster Investigations and Assessments
49(1)
4.10 References
50(1)
5 Overview of Wind Engineering Activities and Research Trends
51(10)
5.1 Coordination of Wind Engineering Activities
51(1)
5.2 General Research Methodologies
52(1)
5.3 Overview of Wind Engineering Research
52(9)
5.3.1 Cyberinfrastructure Facility---DesignSafe-Ci
58(1)
5.3.2 Network Coordination Office (NCO)
58(1)
5.3.3 Experimental Facilities
58(1)
5.3.4 Computational Modeling and Simulation Center (SimCenter)
58(3)
6 Overview of Structural Systems for Lateral Loads
61(26)
6.1 Overview of Lateral Load Resisting Systems in Buildings
61(4)
6.1.1 Bending or Flexure (Moment-Resisting Frames)
61(1)
6.1.2 Shear (Shear Walls)
62(1)
6.1.3 Axial Tension and Compression (Braced Frames)
63(2)
6.2 Overview of the General Building Design Procedure for Lateral Loads
65(1)
6.2.1 Bearing Wall System
65(1)
6.2.2 Building Frame System
65(1)
6.2.3 Moment-Resisting Frame System
65(1)
6.2.4 Dual System
65(1)
6.3 Shear Walls
66(1)
6.4 Diaphragms
67(1)
6.5 Collectors or Drag Struts
68(3)
6.6 Torsion
71(1)
6.7 Building Irregularities
71(1)
6.8 Application Problems
72(7)
6.9 General Recommendations for Improved Design and Construction
79(7)
6.9.1 Foundation
80(2)
6.9.2 Framing System and Connections
82(4)
6.10 References
86(1)
7 Tall Buildings
87(30)
7.1 Introduction to Wind Effects on Tall Buildings
87(1)
7.2 Damping Systems
88(2)
7.2.1 Tuned Mass Damper (TMD)
88(1)
7.2.2 Tuned Liquid Column Damper (TLCD)
89(1)
7.2.3 Passive Viscoelastic Damper
90(1)
7.2.4 Active Mass Dampers (AMDs)
90(1)
7.2.5 Tuned Sloshing Water Dampers (TSWDs)
90(1)
7.3 Brief Structural History of the Skyscraper
90(4)
7.4 Modern Structural Wind Resisting Systems in Tall Buildings
94(1)
7.5 Steel Wind Resisting Systems in Tall Buildings
95(13)
7.5.1 Rigid Tube, Braced Tube, and Bundled Tube Systems
95(9)
7.5.2 Rigid Frames and Frames with Semi-Rigid Connections
104(1)
7.5.3 Braced Frames
104(1)
7.5.4 Staggered Truss System
105(1)
7.5.5 Outrigger and Belt Truss Systems
106(2)
7.6 Concrete Wind Resisting Systems in Tall Buildings
108(5)
7.7 Composite Steel Wind Resisting Systems in Tall Buildings
113(3)
7.8 Reference
116(1)
8 Wind Design Procedures---Wind Load Parameters
117(8)
8.1 Introduction to the Wind Design Procedures of the ASCE 7-16 Standard
117(1)
8.2 Wind Load Parameters
118(3)
8.2.1 Wind Directionality Factor (Kd)
118(1)
8.2.2 Surface Roughness Categories and Exposure Categories
118(1)
8.2.3 Topographic Factor (Kzt)
119(1)
8.2.4 Ground Elevation Factor (Ke)
119(1)
8.2.5 Gust-Effect Factor (G or Gf)
120(1)
8.2.6 Enclosure Classification
120(1)
8.2.7 Internal Pressure Coefficient (GCpi)
121(1)
8.3 Velocity Pressure
121(1)
8.3.1 Velocity Pressure Exposure Coefficients (Kz and Kh)
122(1)
8.4 External Pressure Coefficients (Cp and CN)
122(1)
8.5 Main Wind Force Resisting System and Components and Cladding---Collectors
122(2)
8.6 Reference
124(1)
9 Wind Loads on the Main Wind Force Resisting System (Directional Procedure)
125(50)
9.1 Introduction---Main Wind Force Resisting System (MWFRS)
125(1)
9.2 Part 1---Buildings of All Heights
126(19)
9.2.1 Wind Pressure on Building Surfaces---Enclosed and Partially Enclosed Buildings
127(1)
9.2.2 Wind Pressure on Building Surfaces---Open Buildings
127(1)
9.2.3 Wind Pressure on Building Surfaces---Overhangs and Parapets
128(1)
9.2.4 Wind Load Cases
128(1)
9.2.5 Application Problems
129(16)
9.3 Part 2---Enclosed Simple-Diaphragm Buildings with h ≤ 160 ft (48.8 m)
145(6)
9.3.1 Introduction
145(1)
9.3.2 Conditions
145(1)
9.3.3 General Procedure
146(1)
9.3.4 Parapets and Overhangs
147(1)
9.3.5 Application Problem
148(3)
9.4 Design Example
151(24)
10 Wind Loads on the Main Wind Force Resisting System (Envelope Procedure)
175(14)
10.1 Introduction
175(1)
10.2 Part 1---Enclosed, Partially Enclosed, or Open Low-Rise Buildings
175(6)
10.2.1 General Procedure
175(2)
10.2.2 Parapets and Overhangs
177(1)
10.2.3 Minimum Wind Loads
177(1)
10.2.4 Application Example
177(4)
10.3 Part 2---Enclosed Simple-Diaphragm Low-Rise Buildings
181(8)
10.3.1 Introduction and General Requirements
181(2)
10.3.2 General Procedure
183(1)
10.3.3 Application Example
184(5)
11 Wind Loads on Building Appurtenances and Other Structures
189(16)
11.1 Introduction
189(1)
11.2 General Procedure for Rooftop Equipment and Other Structures
189(16)
11.2.1 Solid Freestanding Walls and Signs
190(4)
11.2.2 Other Structures
194(11)
12 Wind Loads on Components and Cladding
205(22)
12.1 Introduction
205(1)
12.2 General Approach
206(1)
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)
207(13)
12.3.1 Application Problem
207(13)
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)
220(5)
12.4.1 Application Problem
221(4)
12.5 Procedure for Enclosed and Partially Enclosed Buildings with a Height (ft) of More Than 60 ft (18.3 m)
225(1)
12.6 Simplified Procedure for Enclosed Buildings with a Height (h) of More Than 60 ft (18.3 m) But Not Exceeding 160 ft (48.8 m)
226(1)
13 Wind Tunnels---Introduction to the Wind Tunnel Procedure
227(4)
13.1 Overview of Wind Tunnels
227(1)
13.2 Measurement of Wind Loads on Structures in Wind Tunnels
228(1)
13.3 Conditions of the Wind Tunnel Procedure
228(1)
13.4 Load Limits
229(1)
13.5 ASCE/SEI49-12 Standard
229(1)
13.6 Conclusion
230(1)
13.7 Reference
230(1)
14 Introduction to Database-Assisted Design
231(4)
14.1 Definition of Database-Assisted Design
231(1)
14.2 History and Benefits of Database-Assisted Design
231(2)
14.3 Examples of Aerodynamic Databases
233(1)
14.4 References
233(2)
Index 235
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