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El. knyga: Tall and Super Tall Buildings: Planning and Design

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  • Formatas: 448 pages
  • Išleidimo metai: 22-May-2014
  • Leidėjas: McGraw-Hill Professional
  • Kalba: eng
  • ISBN-13: 9780071818728
Kitos knygos pagal šią temą:
Tall and Super Tall Buildings: Planning and DesignDidesnis paveikslėlis
  • Formatas: 448 pages
  • Išleidimo metai: 22-May-2014
  • Leidėjas: McGraw-Hill Professional
  • Kalba: eng
  • ISBN-13: 9780071818728
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Publisher's Note: Products purchased from Third Party sellers are not guaranteed by the publisher for quality, authenticity, or access to any online entitlements included with the product.In-depth coverage of the latest tall and super tall building designs and examples from around the world Featuring contributions from 30 global experts involved in the planning and design of the structures covered in this book, Tall and Supertall Buildings describes the technical developments and special design features used for these landmark buildings:

Sears Tower * Taipei 101 * Burj Khalifa * Petronas Towers * Shanghai Tower * Kingdom Tower

This authoritative resource addresses HVAC systems, sustainability, geotechnical and foundation engineering, wind engineering, and more. Construction photographs and detailed diagrams are included throughout. This is the definitive guide for engineers, architects, project managers, building inspectors, and anyone involved in the planning and design of tall and supertall buildings.
Contributors xiii
Preface xv
Acknowledgments xvii
1 Design Considerations for Tall and Supertall Buildings Ron Klemencic
1(22)
1.1 Introduction
1(1)
1.2 Codes and Standards of Practice
2(2)
1.3 Structural Systems
4(6)
1.4 Wind Engineering
10(5)
1.4.1 Wind Tunnel Testing
10(1)
1.4.2 Orientation and Shaping
11(2)
1.4.3 Drag and Crosswind Effects
13(1)
1.4.4 Vortex Shedding and Buffeting
13(1)
1.4.5 Interstory Drift
13(1)
1.4.6 Building Accelerations
14(1)
1.5 Seismic Engineering
15(3)
1.5.1 Complex Dynamic Behavior
15(1)
1.5.2 Axial Forces
15(1)
1.5.3 Size Effects
16(1)
1.5.4 Damping
16(1)
1.5.5 Guidelines on Performance-Based Seismic Design
17(1)
1.6 Elastic Shortening, Creep, and Settlement
18(2)
1.6.1 Analysis
19(1)
1.7 Exterior Facades
20(1)
1.8 Summary
21(1)
1.9 References
22(1)
2 HVAC Systems and Sustainability Considerations for Tall and Supertall Buildings Asif Syed
23(36)
2.1 Introduction and History
23(1)
2.2 Energy Use and Sustainability of Tall Buildings
24(3)
2.3 Integrated Design
27(4)
2.4 High-Rise Building's Primary Cooling Systems: Air versus Water
31(1)
2.5 Central Plant versus Local Cooling Systems (Water-Cooled DX)
32(6)
2.6 Primary Heating System
38(3)
2.6.1 Stack Effect and Heating Systems
40(1)
2.7 Central Fan Systems
41(2)
2.7.1 Low-Temperature Air Systems
42(1)
2.8 Under-Floor Air Distribution
43(3)
2.9 Chilled Beams
46(3)
2.10 Thermal Performance of the Envelope
49(3)
2.11 Cogeneration/Combined Heat and Power
52(3)
2.12 Solar Energy
55(2)
2.13 Endnotes
57(2)
3 Sears Tower John Zils
59(32)
3.1 Overview
59(1)
3.2 Design Concept
60(5)
3.3 Description of Structure
65(5)
3.4 Design Criteria
70(3)
3.4.1 Gravity Loads
70(1)
3.4.2 Wind Load
71(2)
3.4.3 Seismic Design
73(1)
3.5 Member Design Criteria
73(2)
3.5.1 Columns
73(1)
3.5.2 Frame Beams
74(1)
3.5.3 Panel Zone
74(1)
3.5.4 Column Temperature
74(1)
3.6 Analysis and Design
75(2)
3.7 Foundation Design
77(1)
3.8 Construction
78(5)
3.8.1 Fast Track Schedule
78(1)
3.8.2 Substructure
78(2)
3.8.3 Superstructure
80(3)
3.9 Curtain Wall
83(1)
3.10 Window Washing
83(1)
3.11 Elevators
84(1)
3.12 Fire Sprinklers
85(1)
3.13 Updated History
85(3)
3.13.1 Antennas
85(1)
3.13.2 Revitalization
85(1)
3.13.3 Sears 2000
86(1)
3.13.4 The Ledge
87(1)
3.14 Summary
88(1)
3.15 Project Credits
89(1)
3.16 Facts
89(1)
3.17 Key Dates
90(1)
4 The Petronas Towers Leonard M. Joseph
91(32)
4.1 Architectural Design
91(2)
4.2 Structural Design Criteria
93(1)
4.3 Wind Considerations
94(3)
4.4 Foundations and Tower Location Shift
97(4)
4.5 Mass Concrete
101(1)
4.6 Elevatoring Strategies and Core Design
102(2)
4.7 Eccentric Gravity Load
104(1)
4.8 Perimeter Framing
104(3)
4.9 Concrete Strength Considerations
107(1)
4.10 Creep and Shrinkage
108(2)
4.11 Floor Framing
110(2)
4.12 Curtain Wall
112(1)
4.13 Pinnacles
112(5)
4.14 Skybridge
117(2)
4.15 Project Credits
119(1)
4.16 Facts
120(1)
4.17 Key Dates
121(2)
5 Taipei 101 Leonard M. Joseph
123(30)
5.1 Architectural Design Features
123(2)
5.2 Design Criteria and Material Selection
125(1)
5.3 Lateral Load-Resisting System Selection and Development
126(5)
5.4 Wind Control Measures
131(5)
5.5 Wind Fatigue Mitigation Measures
136(2)
5.6 Seismic Design Features
138(5)
5.7 Special Load Path Features
143(3)
5.8 Deep Foundation Selection
146(1)
5.9 Staged Excavation Strategy
146(2)
5.10 Box Column Design and Construction
148(1)
5.11 Spire Erection Strategy
149(1)
5.12 Elevatoring Strategies
149(1)
5.13 Earthquake during Construction
150(1)
5.14 LEED Status
150(2)
5.15 Project Credits
152(1)
6 Shanghai Tower: Redefining the Role of Tall Buildings Dennis Poon, Billy Tse
153(22)
6.1 Creating a Vertical City
156(1)
6.2 Sustainable Tower
157(1)
6.3 Green Strategies
158(1)
6.4 Fast-Tracked Supertall High-Rise
158(1)
6.5 Many Firsts for China
159(2)
6.6 Refining the Tower's Shape
161(2)
6.7 Curtain Wall
163(1)
6.8 Minimizing Reflection and Glare
164(1)
6.9 Lateral System
164(1)
6.10 Structural Design Challenges
165(2)
6.11 Steel Solutions
167(1)
6.12 Prescribed Code Design
168(1)
6.13 Selection of Ground Motions
169(1)
6.14 Analytical Model
170(1)
6.15 Nonlinear Behavior
170(1)
6.16 Performance Levels
171(1)
6.17 Analysis Results
171(2)
6.18 Conclusion
173(1)
6.19 Project Credits
174(1)
6.20 Acknowledgments
174(1)
6.21 References
174(1)
7 Burj Khalifa William F. Baker, James J. Pawlikowski
175(14)
7.1 Overview
175(1)
7.2 Design Concept
175(1)
7.3 Architectural Design
176(1)
7.4 Engineering the Y: The Buttressed Core
177(2)
7.5 Structural System Description
179(1)
7.6 Structural Analysis and Design
180(2)
7.7 Tower Foundations
182(2)
7.8 Wind Engineering
184(3)
7.9 Construction Methods and Technology
187(1)
7.10 Conclusion
188(1)
7.11 Project Credits
188(1)
8 Kingdom Tower Robert Sinn, Peter Weismantle
189(28)
8.1 Project Overview
189(4)
8.2 Regulatory Framework
193(1)
8.3 The Structural System and How It Was Developed
193(1)
8.4 Structural System Synopsis
194(8)
8.5 Wind Engineering Aspects
202(3)
8.6 Seismic Considerations
205(1)
8.7 Special Challenges
206(4)
8.7.1 Time-Dependent Sequential Analysis for Elastic, Creep, and Shrinkage Deformations of Concrete
206(3)
8.7.2 Structural Robustness and Resistance to Disproportionate Collapse
209(1)
8.8 Exterior Wall
210(3)
8.9 Environmental Considerations
213(2)
8.10 Construction Schedule and Staging
215(1)
8.11 Long-Term Structural Health Monitoring
215(1)
8.12 Costs and Funding
215(1)
8.13 Project Credits
216(1)
8.14 Reference
216(1)
9 Geotechnical and Foundation Engineering Khaldoun Fahoum, Rudolph Frizzi, Marc Gallagher, Ramin Golesorkhi, George Leventis, Alan Poeppel, Frank Rollo, Hadi Yap
217(72)
9.1 Introduction
217(1)
9.2 Site Exploration
217(20)
9.2.1 Site Exploration
217(1)
9.2.2 Investigation Planning
218(4)
9.2.3 Subsurface Investigations
222(14)
9.2.4 Geotechnical Reports
236(1)
9.3 Site-Specific Seismic Hazard Assessment
237(8)
9.3.1 Evaluation of Seismic Hazard
237(2)
9.3.2 Performance Objectives
239(1)
9.3.3 Site Classification
240(1)
9.3.4 Site-Specific Response
240(2)
9.3.5 Acceleration Time Histories for Structural Evaluations and Design
242(3)
9.4 Foundation Selection and Analysis
245(19)
9.4.1 Introduction
245(1)
9.4.2 Foundation Systems for Supertall Structures
245(2)
9.4.3 Design Considerations
247(5)
9.4.4 Geotechnical Capacity Calculations
252(3)
9.4.5 Foundation Settlement
255(2)
9.4.6 Finite Element Analysis
257(7)
9.5 Shoring Structure for Basement Excavation: Design and Construction
264(10)
9.5.1 Introduction
264(1)
9.5.2 Factors to Be Considered When Selecting Shoring Walls
264(8)
9.5.3 Bracing Systems
272(1)
9.5.4 Design and Construction Considerations
272(2)
9.6 Constructability, Quality Control, and Quality Assurance
274(11)
9.6.1 Introduction
274(1)
9.6.2 Constructability of Different Foundation Systems
274(6)
9.6.3 Construction Documents
280(1)
9.6.4 Testing, Observation, and Verification
281(3)
9.6.5 Quality Control and Assurance
284(1)
9.7 References
285(4)
10 Wind Engineering for Tall and Supertall Buildings Anton Davies, Jon K. Galsworthy, Mike Gibbons, Peter A. Irwin, Bujar Morava, Valerie Sifton, Vincent Tang, Hanqing Wu
289(72)
10.1 Introduction
289(1)
10.2 Wind Climate and Nature of Wind
290(18)
10.2.1 Introduction
290(3)
10.2.2 The Data
293(4)
10.2.3 The Monitoring Site
297(3)
10.2.4 The Weather at the Site
300(2)
10.2.5 Approach to the Extreme Value Analysis
302(6)
10.3 Wind Actions on Tall Buildings
308(4)
10.3.1 Along-Wind Loads due to Incident Turbulent Wind
309(1)
10.3.2 Across-Wind Loads due to Vortex Shedding
310(1)
10.3.3 Wind-Induced Motion
311(1)
10.4 Wind Tunnel Testing
312(7)
10.4.1 Wind Tunnel Simulations
312(3)
10.4.2 Measurement Techniques
315(1)
10.4.3 Wind Pressure Testing for Components and Cladding
315(1)
10.4.4 Structural Wind Load Testing
315(4)
10.5 Controlling Wind Forces and Building Response
319(19)
10.5.1 Damping Systems
321(4)
10.5.2 Tuned Mass Dampers
325(7)
10.5.3 Tuned Liquid Dampers
332(4)
10.5.4 Viscous Dampers
336(1)
10.5.5 Active Mass Dampers
336(1)
10.5.6 Hybrid Mass Dampers
337(1)
10.5.7 Concluding Remarks
338(1)
10.6 Wind and Solar Environments in Pedestrian Areas
338(8)
10.7 Structural Reliability Considerations
346(3)
10.8 Wind Loads during Construction
349(3)
10.9 Stack Effects in Tall Buildings
352(4)
10.10 Conclusions
356(1)
10.11 References
357(4)
11 Future of Wind Engineering for Tall and Supertall Buildings Melissa Burton, Volker Buttgereit, Stefano Cammelli
361(42)
11.1 Introduction
361(1)
11.2 Wind Climate
362(7)
11.2.1 Storm Types
362(3)
11.2.2 Ground-Level Wind Data
365(2)
11.2.3 Balloon Wind Data
367(1)
11.2.4 Mesoscale Model Wind Data
368(1)
11.3 Wind Tunnel Profiles
369(4)
11.3.1 Boundary Layer
369(2)
11.3.2 Grid Technology
371(2)
11.4 Wind Tunnel Testing
373(20)
11.4.1 Testing Techniques
376(17)
11.5 Other Wind-Related Issues for Supertall Structures
393(5)
11.5.1 Occupant Comfort
393(2)
11.5.2 Design Limit State versus Ultimate Limit State
395(1)
11.5.3 Pedestrian Comfort
395(1)
11.5.4 Stack Effect
396(1)
11.5.5 Building Integrated Wind Turbines
397(1)
11.6 Future Challenges for Wind Tunnel Testing of Supertall Buildings
398(2)
11.7 References
400(3)
Index 403
Akbar Tamboli PE, FASCE (New York City) is senior vice president and principal at Thornton-Tomasetti structural engineers, one of the foremost structural engineering firms. He was formerly vice president and project manager with Cantor Seinuk consulting engineers in New York, where he was responsible for several major projects. A fellow of American Society of Civil Engineers and Professional Engineer, Tamboli is the editor of Steel Design Handbook; LRFD Method and Handbook of Steel Connection Design and Details First and Second Editions.
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