About the editors |
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xvii | |
The Institution of Engineering and Technology |
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xix | |
About CTBUH |
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xxi | |
Foreword |
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xxiii | |
Introduction |
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1 | (14) |
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15 | (192) |
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1 Designing sustainable tall buildings |
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17 | (14) |
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1.1 The idea of the sustainable tall building or skyscraper |
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17 | (1) |
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1.2 Ecosystem characteristics and attributes |
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18 | (1) |
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1.3 Preliminary design studies for technical, biological, and augmented solutions |
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19 | (10) |
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1.3.1 Ecosystem's biotic-abiotic structure |
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19 | (1) |
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1.3.2 Ecosystem biodiversity |
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20 | (1) |
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1.3.3 Ecosystem connectivity and nexus |
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21 | (2) |
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1.3.4 Provision of ecosystem services |
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23 | (2) |
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1.3.5 Ecosystem biointegration |
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25 | (1) |
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1.3.6 Ecosystem responsiveness to climate |
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25 | (1) |
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1.3.7 Ecosystem's use and cycling of material |
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25 | (1) |
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1.3.8 Ecosystem hydrology |
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25 | (3) |
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1.3.9 Ecosystem symbiosis |
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28 | (1) |
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1.3.10 Ecosystem homeostasis |
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29 | (1) |
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1.3.11 Ecosystem's food production |
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29 | (1) |
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1.3.12 Ecosystem's succession |
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29 | (1) |
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1.4 Building physics and modeling |
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29 | (1) |
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29 | (2) |
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30 | (1) |
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2 Skybridges: bringing the horizontal into the vertical realm |
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31 | (54) |
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31 | (3) |
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2.1.1 Purpose of the research |
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31 | (1) |
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2.1.2 Issues under exploration |
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32 | (2) |
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2.1.3 Research objectives |
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34 | (1) |
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2.1.4 Research methodology |
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34 | (1) |
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2.2 Classification and analytical criteria |
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34 | (7) |
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2.2.1 Skybridge typologies |
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34 | (2) |
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2.2.2 Measurement and calculation methodology |
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36 | (5) |
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41 | (26) |
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2.3.1 Ownership/management |
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42 | (1) |
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43 | (1) |
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44 | (2) |
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2.3.4 Structural engineering |
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46 | (1) |
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47 | (1) |
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2.3.6 Fire engineering/evacuation |
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48 | (1) |
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49 | (1) |
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50 | (2) |
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2.3.9 Evaluation: qualitative |
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52 | (4) |
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2.3.10 Evaluation: quantitative |
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56 | (11) |
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2.4 Urban-scale considerations: skybridge networks in practice |
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67 | (12) |
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2.4.1 Hong Kong skybridge network |
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68 | (5) |
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2.4.2 Atlanta: Peachtree Center |
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73 | (5) |
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2.4.3 Learning from the Atlanta and Hong Kong skybridge networks |
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78 | (1) |
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79 | (4) |
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83 | (2) |
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83 | (1) |
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83 | (2) |
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3 Recent developments in sustainable environmental systems of tall buildings |
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85 | (40) |
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85 | (2) |
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87 | (1) |
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87 | (1) |
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3.4 Environmental systems |
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87 | (2) |
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3.5 Multi-functional tall buildings |
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89 | (1) |
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90 | (1) |
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3.7 Sustainable environmental services and strategies |
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91 | (4) |
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3.7.1 Natural ventilation |
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92 | (2) |
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3.7.2 Daylight harvesting and artificial lighting |
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94 | (1) |
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3.7.3 Heating and cooling |
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94 | (1) |
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3.7.4 Combined heat and power |
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94 | (1) |
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95 | (4) |
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3.8.1 Integration of intelligent building systems |
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96 | (3) |
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99 | (16) |
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100 | (2) |
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102 | (2) |
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3.9.3 New York Times Headquarters |
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104 | (2) |
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106 | (2) |
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108 | (1) |
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3.9.6 Salesforce Transit Tower and Transit Center |
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109 | (2) |
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111 | (1) |
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111 | (3) |
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3.9.9 Pertamina Energy Tower |
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114 | (1) |
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115 | (2) |
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3.11 Sustainable cities and environmental infrastructures |
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117 | (2) |
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117 | (2) |
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119 | (6) |
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120 | (5) |
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4 Assessment of tall buildings' environmental sustainability: frameworks and tools |
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125 | (18) |
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125 | (1) |
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4.2 Assessment of tall building sustainability |
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126 | (5) |
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4.2.1 Social and economic sustainability |
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127 | (1) |
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4.2.2 Environmental sustainability |
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128 | (3) |
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4.3 Tall buildings and impacts on the environment |
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131 | (6) |
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133 | (2) |
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135 | (2) |
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4.4 Uncertainties and limitations in the assessment of impacts |
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137 | (2) |
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139 | (4) |
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139 | (4) |
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5 Curtain walling resiliency for tall buildings: standards, testing, and solutions |
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143 | (28) |
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143 | (4) |
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5.2 Impact resiliency of curtain walls: testing standards |
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147 | (6) |
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5.2.1 Impact testing of curtain walls |
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148 | (1) |
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5.2.2 Flying debris impact testing of curtain walls |
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148 | (5) |
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5.3 Windborne debris resiliency of curtain walls and tall building facade design |
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153 | (3) |
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5.3.1 Characteristics of flying debris-resilient curtain wall solutions |
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154 | (2) |
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5.4 Local windborne debris-resistant curtain walls: the aerodynamic of windborne debris |
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156 | (7) |
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157 | (2) |
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159 | (2) |
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5.4.3 Debris failure in extreme wind events |
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161 | (1) |
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161 | (2) |
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163 | (1) |
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164 | (7) |
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166 | (5) |
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6 Sustainability meets performance with tall timber buildings |
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171 | (36) |
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171 | (2) |
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6.2 Carbon footprint and forest health |
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173 | (1) |
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6.3 Embodied carbon and LCA |
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174 | (2) |
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6.4 Global precedents and US code changes |
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176 | (2) |
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6.5 Mass timber products and performance |
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178 | (1) |
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6.6 Fire-resistance ratings and timber encapsulation |
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179 | (8) |
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6.6.1 Contribution of mass timber to FRR |
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181 | (1) |
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6.6.2 Fire protection of connections |
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182 | (1) |
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6.6.3 Fire protection of concealed spaces |
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183 | (3) |
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6.6.4 Fire protection of shaft enclosures |
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186 | (1) |
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6.6.5 Noncombustible protection of mass timber shaft walls |
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186 | (1) |
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6.6.6 Other considerations |
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186 | (1) |
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6.7 Acoustic performance in tall timber |
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187 | (4) |
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6.7.1 Basics of acoustics and code requirements |
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188 | (1) |
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6.7.2 Unique mass timber acoustics considerations |
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188 | (3) |
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6.8 Grid selection and cost optimization |
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191 | (7) |
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193 | (1) |
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6.8.2 Mass timber panel spans |
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193 | (1) |
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194 | (3) |
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197 | (1) |
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6.9 Market drivers for tall wood |
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198 | (4) |
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6.9.1 Innovation and aesthetic appeal |
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198 | (2) |
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200 | (1) |
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201 | (1) |
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6.10 Opportunities, challenges, and next steps |
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202 | (1) |
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203 | (4) |
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203 | (4) |
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207 | (238) |
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7 Sustainable structural design of tall buildings |
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209 | (34) |
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209 | (2) |
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7.2 Tubular systems for sustainable structures |
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211 | (12) |
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7.2.1 Framed tube and bundled tube |
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211 | (1) |
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212 | (2) |
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214 | (3) |
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217 | (5) |
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7.2.5 Optimal lateral stiffness distribution for tubular structures |
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222 | (1) |
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223 | (6) |
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7.3.1 Structural design and performance of outrigger system |
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223 | (4) |
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7.3.2 Comparative premium for height |
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227 | (2) |
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7.4 Hybrid structural systems |
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229 | (4) |
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7.4.1 Supertalls with mixed structural systems |
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230 | (2) |
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7.4.2 Lateral stiffness distribution alternatives in mixed systems |
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232 | (1) |
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7.5 Superframed conjoined towers for sustainable megatalls |
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233 | (5) |
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7.5.1 Superframed conjoined towers with single-link structures |
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234 | (1) |
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7.5.2 Superframed conjoined towers with multiple-link structures |
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235 | (3) |
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238 | (5) |
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239 | (4) |
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8 Core design and space efficiency in contemporary supertall office buildings |
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243 | (22) |
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243 | (2) |
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245 | (1) |
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246 | (1) |
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8.4 Design considerations for supertall office buildings |
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247 | (11) |
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247 | (6) |
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8.4.2 Structural systems and structural materials |
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253 | (1) |
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8.4.3 Lease span and floor-to-floor height |
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254 | (1) |
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255 | (3) |
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258 | (2) |
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258 | (1) |
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8.5.2 Structural material |
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259 | (1) |
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259 | (1) |
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260 | (1) |
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260 | (5) |
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261 | (1) |
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261 | (4) |
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9 An overview of seismic design and sustainability of high-rise buildings |
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265 | (50) |
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9.1 Introduction to seismology |
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265 | (2) |
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266 | (1) |
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266 | (1) |
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9.1.3 Ground movement during earthquakes |
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267 | (1) |
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9.2 Response spectrum of building structures |
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267 | (4) |
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9.2.1 Seismic response of single-degree freedom (SDF) structure |
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268 | (1) |
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269 | (1) |
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9.2.3 Seismic response spectrum |
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270 | (1) |
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9.3 Seismic action and response of high-rise buildings |
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271 | (4) |
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9.3.1 Seismic action of vibration mode of high-rise buildings |
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271 | (2) |
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9.3.2 Seismic response of high-rise buildings without torsion |
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273 | (1) |
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9.3.3 Seismic response of high-rise buildings with torsion |
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273 | (2) |
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9.4 Seismic resistance of high-rise buildings |
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275 | (4) |
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9.4.1 Strength requirement |
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275 | (1) |
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9.4.2 Deformation requirement |
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276 | (3) |
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9.5 Basic concepts for seismic resistance of high-rise buildings |
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279 | (10) |
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9.5.1 Selection of suitable site for buildings |
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279 | (1) |
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9.5.2 Regular building forms |
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280 | (5) |
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9.5.3 Reasonable seismic resistance system |
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285 | (2) |
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9.5.4 Strong slab for floors |
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287 | (2) |
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9.6 Technologies for mitigating seismic effects on high-rise buildings |
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289 | (19) |
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9.6.1 Seismic isolation principle and technology |
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289 | (4) |
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9.6.2 Energy dissipation principle and technology |
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293 | (8) |
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9.6.3 Tuned mass damper (TMD) principle and technology |
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301 | (7) |
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308 | (7) |
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309 | (1) |
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310 | (5) |
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10 Sustainable construction of wood high-rise buildings and seismic considerations |
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315 | (30) |
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315 | (2) |
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10.2 Scope and objectives |
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317 | (1) |
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317 | (1) |
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10.4 Re-emergence of tall wood buildings |
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318 | (2) |
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10.5 Tall wood initiatives in North America |
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320 | (1) |
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10.5.1 Research and development of wood products and systems |
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321 | (1) |
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10.6 Cross-laminated timber (CLT) |
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321 | (5) |
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10.7 Structural systems for tall wood and composite buildings |
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326 | (1) |
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10.8 Moisture content and effects on material properties |
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327 | (1) |
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10.9 Case study I: Wood Innovation Design Centre |
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328 | (1) |
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10.10 Tall wood and composite buildings in seismic regions |
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329 | (2) |
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10.11 Connections and ductility |
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331 | (2) |
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10.12 Case study H: UBC Brock Commons |
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333 | (2) |
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10.13 Innovative solutions for wood structures |
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335 | (6) |
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10.13.1 Self-centering and low-damage structures |
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335 | (1) |
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10.13.2 Application of self-centering and low-damage technology |
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336 | (5) |
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341 | (4) |
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341 | (1) |
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342 | (3) |
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11 Innovative mass-damping approaches for sustainable seismic design of tall buildings |
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345 | (66) |
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345 | (5) |
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350 | (5) |
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11.2.1 Mega-substructure-control system (MSCS) |
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350 | (3) |
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11.2.2 Intermediate isolation system (IIS) |
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353 | (2) |
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11.3 Modeling, design parameters, analysis types |
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355 | (8) |
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11.3.1 Baseline (FB) models of uncontrolled configurations |
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355 | (2) |
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11.3.2 MSCS models and design parameters |
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357 | (1) |
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11.3.3 IIS models and design parameters |
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358 | (1) |
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11.3.4 Reduced-order models (2DOF and 3DOF) |
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358 | (3) |
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11.3.5 Dynamic problem formulation and analysis methods |
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361 | (2) |
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11.4 MSCS configurations: analyses |
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363 | (12) |
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11.4.1 Classical modal analysis |
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363 | (3) |
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11.4.2 Complex modal analysis |
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366 | (2) |
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11.4.3 Response spectrum analysis (RSA) |
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368 | (3) |
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11.4.4 Time history analyses |
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371 | (3) |
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11.4.5 Effect of the distribution of moving secondary substructures |
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374 | (1) |
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11.5 IIS configuration analyses |
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375 | (5) |
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11.5.1 Classical and complex modal analyses |
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375 | (3) |
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11.5.2 Response spectrum analyses |
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378 | (2) |
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11.6 Real buildings with IIS |
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380 | (13) |
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11.6.1 Discussion, major data, and design issues |
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380 | (4) |
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11.6.2 The case studies: brief description |
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384 | (2) |
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11.6.3 Building models and relevant dynamic properties |
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386 | (2) |
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11.6.4 Natural undamped vibration modes for MDOF |
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388 | (2) |
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11.6.5 Time history analysis for MDOF |
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390 | (2) |
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11.6.6 Commentary on the position of isolation layer and mass ratio |
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392 | (1) |
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11.7 Engineering solutions for MSCS |
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393 | (7) |
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11.7.1 Structural organization of MSCS and design criteria |
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394 | (1) |
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11.7.2 Examples of MSCS engineering solution |
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395 | (5) |
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400 | (2) |
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402 | (9) |
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402 | (6) |
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Appendix I Notations and abbreviations |
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408 | (3) |
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12 Employing innovative bio-polymeric agro-based materials in tall building facade applications to tackle climate change |
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411 | (34) |
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12.1 Introduction: climate change and the urban reality |
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411 | (4) |
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12.1.1 An "existential threat": why climate change matters! |
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412 | (1) |
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12.1.2 Climate change and the built environment |
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412 | (1) |
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12.1.3 The collinearity between the global overpopulation and the rate of construction and demolition waste in cities |
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413 | (2) |
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12.2 Origin, prospects, and challenges of bio-polymeric material applications in tall building facades |
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415 | (8) |
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12.2.1 Origin of bio-polymeric materials |
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415 | (1) |
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12.2.2 Emergence, flourish, and decline of bio-polymeric materials |
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416 | (1) |
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12.2.3 Re-emergence of bio-polymeric materials |
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417 | (2) |
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12.2.4 Prospects of bio-polymeric materials |
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419 | (1) |
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12.2.5 Families of bio-polymeric materials |
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419 | (3) |
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12.2.6 Challenges of bio-polymeric materials application in tall building facades |
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422 | (1) |
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12.3 Material selection strategies: limitations and possibilities |
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423 | (2) |
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12.4 New systematic material (selection + design) framework for tall building facade applications using multi-performance criteria matrix |
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425 | (1) |
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12.5 Case study: material screening & selection, assembly design & assessment |
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426 | (13) |
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12.5.1 Design assumptions and considerations (selection criteria) |
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426 | (4) |
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12.5.2 Screening with constraints |
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430 | (1) |
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12.5.3 Evaluation and selection |
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430 | (2) |
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12.5.4 The BioEnclos© Facade: a computational assessment model |
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432 | (7) |
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439 | (6) |
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442 | (3) |
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445 | (182) |
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13 Building taller, building denser: explorations in placemaking in London |
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447 | (18) |
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447 | (3) |
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13.2 Building taller, building denser |
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450 | (2) |
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13.3 Placemaking in London |
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452 | (5) |
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13.4 The case of Nine Elms |
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457 | (3) |
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460 | (5) |
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462 | (3) |
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14 High-rises versus sprawl: the impacts of building sizes and land uses on CO2 emissions |
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465 | (24) |
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465 | (2) |
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467 | (1) |
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468 | (2) |
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469 | (1) |
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14.4 Building height and C02 in New York City |
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470 | (5) |
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14.4.1 Emissions versus building height and area |
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470 | (5) |
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14.4.2 Summary of results |
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475 | (1) |
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14.5 Household carbon footprints across New York City zip codes |
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475 | (4) |
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14.5.1 Emissions versus building height and area |
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478 | (1) |
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14.5.2 Summary of results |
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479 | (1) |
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479 | (4) |
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14.6.1 Emissions versus building types |
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480 | (3) |
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14.6.2 Summary of results |
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483 | (1) |
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14.7 Discussion and policy implications |
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483 | (3) |
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484 | (2) |
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486 | (3) |
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486 | (3) |
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15 High-rise buildings and transit-oriented development: the case of Hong Kong |
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489 | (26) |
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489 | (1) |
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490 | (2) |
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15.3 Key factors influencing TOD |
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492 | (3) |
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15.3.1 Gross floor area (GFA) in station catchment |
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492 | (1) |
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493 | (1) |
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15.3.3 High-rise buildings |
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493 | (1) |
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493 | (1) |
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15.3.5 Catchment radius and catchment (rail village) area |
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494 | (1) |
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15.3.6 Number of building users and transit riders |
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495 | (1) |
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15.3.7 Design and locations of exits |
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495 | (1) |
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15.3.8 High density and health |
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495 | (1) |
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495 | (9) |
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15.4.1 "Plug-in" TOD in the old city |
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495 | (3) |
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498 | (2) |
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15.4.3 "One-building" TOD |
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500 | (2) |
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15.4.4 "Suburban" TOD in new areas |
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502 | (2) |
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504 | (6) |
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504 | (3) |
|
|
507 | (1) |
|
15.5.3 High-rise buildings on podium |
|
|
507 | (1) |
|
15.5.4 Diversity and land use mix |
|
|
508 | (1) |
|
|
509 | (1) |
|
15.5.6 High-rise, high density, and health |
|
|
509 | (1) |
|
|
509 | (1) |
|
|
510 | (5) |
|
|
511 | (1) |
|
|
511 | (4) |
|
16 High-density city: extrapolating mobility and urban space networks in Singapore |
|
|
515 | (34) |
|
|
|
515 | (1) |
|
|
516 | (5) |
|
16.2.1 Transit led vertical urbanism |
|
|
516 | (1) |
|
16.2.2 Historical development of the concept |
|
|
516 | (1) |
|
16.2.3 Vertical urbanism and elevated spaces |
|
|
517 | (2) |
|
16.2.4 A new elaborated 3D configuration with the rise of new transportation modes |
|
|
519 | (1) |
|
16.2.5 Parameters for an analysis of TOD urban spaces |
|
|
520 | (1) |
|
16.3 Goals and objectives |
|
|
521 | (1) |
|
|
521 | (1) |
|
|
522 | (3) |
|
16.5.1 The J-Walk and Jurong Gateway |
|
|
522 | (1) |
|
16.5.2 Marina Bay Sands (MBS) |
|
|
522 | (3) |
|
16.6 Analysis and findings |
|
|
525 | (15) |
|
16.6.1 Design elements: accessibility, connectivity, and legibility |
|
|
525 | (6) |
|
|
531 | (2) |
|
16.6.3 Activities and amenities |
|
|
533 | (5) |
|
16.6.4 Management and operation |
|
|
538 | (1) |
|
16.6.5 Transport technologies and their influence on stratified urban networks |
|
|
539 | (1) |
|
|
540 | (9) |
|
|
543 | (1) |
|
|
543 | (6) |
|
17 Resilience thinking in high-rise clusters: the case of Bayrakli, Izmir |
|
|
549 | (22) |
|
|
|
|
549 | (1) |
|
|
550 | (9) |
|
17.2.1 Historical development and globalization related trends in high-rise districts |
|
|
551 | (3) |
|
17.2.2 High-rise clusters: sustainability and resilience |
|
|
554 | (5) |
|
17.3 Case study: Bayrakli, Izmir as a high-rise district |
|
|
559 | (6) |
|
17.3.1 Bayrakli and development of high-rises |
|
|
559 | (3) |
|
17.3.2 Discussions on resilience: Bayrakli and the recent earthquake |
|
|
562 | (3) |
|
|
565 | (6) |
|
|
566 | (5) |
|
18 High-rise buildings as urban habitat: urban design analytics in the context of new urban science |
|
|
571 | (24) |
|
|
|
|
|
571 | (2) |
|
18.1.1 High-rise buildings as urban habitat: a rising issue |
|
|
571 | (1) |
|
18.1.2 New urban science and new research potentials for urban design analytics |
|
|
572 | (1) |
|
18.2 Related studies: mapping the emerging literature |
|
|
573 | (1) |
|
18.3 An evidence-based approach using VR and wearable biosensors: measuring the "unmeasurable" perception |
|
|
573 | (6) |
|
18.3.1 Spatial design exploration via VR: experiencing the design as creators and users |
|
|
574 | (3) |
|
18.3.2 Urban space optimization: human-centred place-making |
|
|
577 | (1) |
|
18.3.3 The application of VR and wearable biosensors in high-rise building design is rising |
|
|
578 | (1) |
|
18.4 A data-informed approach via multi-sourced urban data and geodesign: improving the social performance of building layout and promoting citizen participation |
|
|
579 | (3) |
|
18.4.1 Quantitative urban morphology bringing insights for promoting urban vitality |
|
|
580 | (1) |
|
18.4.2 Citizen participation combined with multi-sourced urban data as a new strategy for urban decision making |
|
|
581 | (1) |
|
18.4.3 The assistance of data-informed approach in high-rise building design |
|
|
582 | (1) |
|
18.5 A computational design approach relying on visualization techniques and deep learning algorithms: visualizing design impacts, mapping human activities, and generating new design |
|
|
582 | (5) |
|
18.5.1 Computational visualization techniques as assistance for design decision making |
|
|
583 | (1) |
|
18.5.2 Deep learning algorithms as a design assistance for mapping human activities via computer vision |
|
|
584 | (1) |
|
18.5.3 Smart architecture design: GAN-assisted building plan generation |
|
|
585 | (1) |
|
18.5.4 The computational-oriented design approach would be helpful in high-rise building design |
|
|
586 | (1) |
|
|
587 | (1) |
|
18.6.1 The emerging of analytical techniques in the context of new urban science |
|
|
587 | (1) |
|
18.6.2 The utilities of newly emerged analytical techniques |
|
|
587 | (1) |
|
|
588 | (7) |
|
|
589 | (6) |
|
19 Interdependence of high-rise buildings and the city: a complementary approach to sustainability |
|
|
595 | (26) |
|
|
|
|
595 | (1) |
|
19.2 The sustainable high-rise building |
|
|
596 | (1) |
|
19.3 Achieving sustainability of high-rise buildings |
|
|
597 | (10) |
|
19.3.1 Passive low-energy strategies |
|
|
597 | (1) |
|
19.3.2 Building skin technology |
|
|
598 | (1) |
|
19.3.3 Material selection and structural systems |
|
|
598 | (1) |
|
|
599 | (1) |
|
19.3.5 Solar and wind energies |
|
|
599 | (1) |
|
19.3.6 Plant and tree-covered towers |
|
|
600 | (2) |
|
|
602 | (3) |
|
19.3.8 Innovative technologies |
|
|
605 | (2) |
|
19.4 The sustainable city |
|
|
607 | (8) |
|
19.4.1 The transport and mixed-use system |
|
|
608 | (1) |
|
19.4.2 The vertical city within a city |
|
|
609 | (1) |
|
19.4.3 Parks and civic spaces |
|
|
610 | (2) |
|
19.4.4 Design for pedestrian traffic |
|
|
612 | (1) |
|
19.4.5 Enhancing the microclimatic environment |
|
|
613 | (2) |
|
19.5 High-rise buildings and urban form |
|
|
615 | (2) |
|
|
617 | (1) |
|
|
618 | (3) |
|
|
619 | (2) |
|
|
621 | (6) |
|
|
|
Appendix A Definitions |
|
627 | (4) |
Index |
|
631 | |