The Author |
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ix | |
Preface |
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xi | |
Acknowledgments |
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xiii | |
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1 | (4) |
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1 | (1) |
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1.2 The Main Design Issues of Tall and Complex Structures |
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2 | (1) |
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1.3 Structure of the Book |
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2 | (3) |
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4 | (1) |
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2 Fundamentals of Tall Building Design |
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5 | (76) |
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5 | (1) |
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2.2 History of Tall Buildings |
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6 | (1) |
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2.3 The Lateral Stability System for Tall Buildings |
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7 | (11) |
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2.4 Loads on Tall Buildings |
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18 | (4) |
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22 | (5) |
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2.6 Vertical Support Systems |
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27 | (2) |
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29 | (14) |
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43 | (15) |
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2.9 Design to Prevent Progressive Collapse |
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58 | (2) |
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60 | (6) |
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2.11 Design of Tall Building Under Blast Loading |
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66 | (3) |
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2.12 Foundation Design for Tall Buildings |
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69 | (3) |
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2.13 Construction Methods and Technologies |
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72 | (2) |
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2.14 Creep, Shrinkage, and Column Shortening Effect |
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74 | (2) |
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76 | (5) |
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78 | (3) |
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3 Shear Wall, Core, Outrigger, Belt Truss, and Buttress Core System for Tall Buildings |
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81 | (28) |
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81 | (1) |
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3.2 Shear Wall and Core System |
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82 | (2) |
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3.3 Introduction of Outrigger, Belt Truss, and Buttress Core System |
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84 | (1) |
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85 | (11) |
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3.5 Belt Truss and Ring Truss System |
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96 | (2) |
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3.6 Buttressed Core System |
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98 | (7) |
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105 | (4) |
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106 | (3) |
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4 Tube System in Tall Building |
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109 | (28) |
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4.1 Introduction of Tube Structures |
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109 | (1) |
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110 | (6) |
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116 | (7) |
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4.4 Braced Tubes Structure (Trussed Tube Structure) |
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123 | (1) |
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124 | (2) |
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126 | (1) |
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4.7 Superslender Tall Building Design |
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127 | (7) |
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134 | (3) |
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134 | (3) |
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5 Bracing, Diagrid, 3D Space Frame, and Mega Frame Structural Systems in Tall Buildings |
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137 | (40) |
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137 | (1) |
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137 | (5) |
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5.3 3D Space Truss System |
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142 | (3) |
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145 | (17) |
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5.5 Moment Resisting Frames |
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162 | (2) |
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5.6 Mega Frame Structures (Superframe Structures) |
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164 | (10) |
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174 | (3) |
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175 | (2) |
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6 Design and Analysis of Complex Structures |
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177 | (36) |
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177 | (2) |
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6.2 Examples of Complex Structures |
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179 | (8) |
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6.3 Design Considerations in Complex Structures |
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187 | (7) |
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6.4 Complex Structural Analysis Methods |
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194 | (1) |
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6.5 Building Information Modeling |
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195 | (2) |
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6.6 Parametric Design Process |
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197 | (5) |
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6.7 API and GUI Development for Analysis Program |
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202 | (1) |
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6.8 Example of Set up a 3D Model for Long-Span Structures---Roof of Wembley Stadium |
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203 | (4) |
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6.9 Case study of Long-Span Roof in King's Cross St Pancras Station Using Ansys |
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207 | (1) |
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6.10 Case Study of Multiphysics Fire Analysis of Building in Cardington Fire Test Using ANSYS |
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207 | (3) |
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210 | (3) |
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210 | (3) |
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7 Design and Analysis of Tensile Structures and Tensegrity Structures |
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213 | (38) |
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7.1 Introduction to Tensile Structures |
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213 | (10) |
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7.2 General Considerations in Structural Design of Tensile Membrane Structure |
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223 | (4) |
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7.3 Structural Analysis of Tensile Membrane Structure |
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227 | (8) |
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7.4 Modeling Examples of Tensile Membrane Structure |
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235 | (2) |
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7.5 Introduction to Tensegrity Structures |
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237 | (2) |
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7.6 Structural Analysis of Tensegrity Structures |
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239 | (12) |
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248 | (3) |
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8 Design of Offshore Structures |
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251 | (44) |
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251 | (1) |
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251 | (13) |
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8.3 Incidents of Offshore Structures |
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264 | (1) |
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8.4 Offshore Wind Turbine Structures |
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265 | (7) |
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8.5 Major Design Consideration and Design Guidelines for Offshore Structures |
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272 | (15) |
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8.6 Structural Analysis of Offshore Structures (Modeling Example of an Oil Platform Using SAP2000) |
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287 | (8) |
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292 | (3) |
Index |
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295 | |