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ARCHITECTURALLY EXPOSED STRUCTURAL STEEL |
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SPECIFICATIONS/CONNECTIONS/DETAILS |
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| Foreword |
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9 | (2) |
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| Preface |
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11 | (2) |
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Chapter 1 The Basis Of Architecturally Exposed Structural Steel |
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13 | (12) |
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13 | (3) |
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The Evolution of Architecturally Exposed Structural Steel |
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16 | (1) |
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From Structural Rationalism to High Tech |
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17 | (1) |
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Initial Developments in High Tech Detailing |
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18 | (2) |
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Primary Factors of Influence that Define AESS |
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20 | (2) |
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Communication Issues between Architect, Engineer and Fabricator |
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22 | (1) |
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The Role of FJIM and Detailing Software |
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23 | (2) |
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Chapter 2 The Category System |
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25 | (18) |
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To Grind or Not to Grind? |
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26 | (1) |
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Standard Structural Steel |
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27 | (1) |
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27 | (3) |
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AESS 2 Feature Elements with a View Distance < 6m/20ft |
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30 | (2) |
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AESS 3 Feature Elements with a View Distance ≥ 6m/20ft |
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32 | (3) |
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35 | (2) |
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AESS C Custom Elements 40 Mixed Categories |
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37 | (6) |
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Chapter 3 Characteristics |
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43 | (20) |
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43 | (3) |
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AESS 2 Feature Elements with a View Distance < 6m/20ft |
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46 | (4) |
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AESS 3 Feature Elements with a View Distance > 6m/20ft |
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50 | (4) |
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54 | (5) |
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59 | (1) |
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59 | (1) |
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60 | (3) |
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Chapter 4 Erection Considerations |
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63 | (12) |
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Transforming an Architectural Idea into Prefabricated AESS Elements |
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63 | (1) |
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Shop versus Site Fabrication |
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64 | (1) |
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The Impact of Transport Issues on Design |
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65 | (1) |
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66 | (1) |
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67 | (2) |
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Sequencing, Lifting, Access and Safety |
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69 | (2) |
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71 | (2) |
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Combining AESS with Other Systems |
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73 | (2) |
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Chapter 5 Coatings & Protection |
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75 | (22) |
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76 | (2) |
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78 | (1) |
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78 | (1) |
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Shop versus Site-applied Coatings |
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79 | (1) |
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Corrosion Protection: Galvanization, Metallization, Stainless Steel, Weathering Steel |
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79 | (10) |
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Fire Protection Systems: Intumescent Coatings, Sprayed Fire-resistive Materials (SFRM), Concrete-filled Steel Tubes |
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89 | (8) |
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97 | (20) |
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The Texture of an AESS Project |
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97 | (1) |
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98 | (1) |
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Hot-rolled Steel Sections |
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98 | (4) |
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Tubular or Hollow Structural Sections (HSS): Round Hollow Structural Sections, Square or Rectangular Hollow Structural Sections |
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102 | (6) |
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Elliptical Hollow Sections (EHS) |
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108 | (2) |
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Custom-fabricated Sections 113 Tapered Tubes or Cones |
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110 | (7) |
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117 | (22) |
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117 | (1) |
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Connection Design Checklist |
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118 | (2) |
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Shop versus Site Fabrication |
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120 | (1) |
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Connection Mock-ups and Visual Samples |
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121 | (1) |
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122 | (2) |
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124 | (6) |
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130 | (9) |
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Chapter 8 Specialized Connections |
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139 | (18) |
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Making Connections Less Visible |
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139 | (1) |
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140 | (2) |
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142 | (5) |
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147 | (10) |
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Chapter 9 Custom Fabrication |
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157 | (1) |
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158 | (20) |
| Appendix |
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| Selected Bibliographic References |
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178 | (1) |
| Notes |
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179 | (1) |
| Illustration Credits |
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179 | (1) |
| Subject Index |
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180 | (2) |
| Index of Buildings |
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182 | (1) |
| Index of Persons and Firms |
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183 | (1) |
| About the Author |
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184 | (52) |
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Porto international airport porto, Portugal |
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41 | (42) |
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Westgate Pedestrian And Cycle Bridge Auckland, New Zealand |
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83 | (3) |
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Jasmax architects, Aurecon Consulting Engineers and HEB Construction |
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Stratford Town Centre Link London, England |
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86 | (1) |
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Knight Architects with Buro Happold |
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The Glass Bridge Perth, Australia |
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87 | (28) |
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Donaldson + Warn; Capital House Engineers; artists David Jones, Kevin Draper and Richard Walley; John Holland Constructions |
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Ontario College Of Art And Design Toronto, On, Canada |
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115 | (19) |
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Barajas Airport Terminal 4 Madrid, Spain |
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134 | (3) |
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Rogers Stirk Harbour + Partners |
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Neo Bankside Housing London, England |
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137 | (15) |
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Rogers Stirk Harbour + Partners |
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Brisbane International Airport Brisbane, Australia |
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152 | (1) |
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Richards and Spence with Arkhefield |
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Renovation Of Olympiastadion Berlin Berlin, Germany |
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153 | (1) |
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Architekten von Gerkan, Marg und Partner |
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Regent Palace Hotel London, England |
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154 | (1) |
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Baltic Centre For Contemporary Art Gateshead, England |
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155 | (3) |
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Ellis Williams Architects |
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Sydney Opera House Sydney, Australia |
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158 | (1) |
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Amgen Helix Bridge Seattle, WA, USA |
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159 | (1) |
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Johnson Architecture and KPFF Consulting Engineers |
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Canoe Bridge Vancouver, BC, Canada |
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160 | (1) |
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PWL Partnership Landscape Architects |
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Viaduct Events Center Auckland, New Zealand |
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161 | (1) |
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The Shard Observation Level London, England |
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162 | (1) |
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Renzo Piano Building Workshop and WSP |
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The New York Times Building New York City, NY, USA |
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163 | (1) |
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Renzo Piano Building Workshop, FXFOWLE Architects and Thornton Thomasetti |
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National Archives Of Canada Gatineau, QC, Canada |
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164 | (1) |
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Cannon Street Station And Office Building London, England |
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165 | (1) |
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Puente De Luz Toronto, ON, Canada |
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166 | (1) |
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Arganzuela Bridge Madrid, Spain |
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167 | (1) |
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Dominique Perrault Architecture with MC2 Estudio de Ingenieria, S.L. |
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Oriente Station Lisbon, Portugal |
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168 | (1) |
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Peace Bridge Calgary, AB, Canada |
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169 | (1) |
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Gateshead Millennium Bridge Newcastle, England |
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170 | (1) |
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Wilkinson Eyre Architects with Gifford |
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Pedro And Ines Bridge Coimbra, Portugal |
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171 | (1) |
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172 | (1) |
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Aranguren + Gallegos Arquitectos |
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ST John Ambulance Headquarters Edmonton, AB, Canada |
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173 | (1) |
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Boston Society Of Architects Stair Boston, MA, USA |
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174 | (1) |
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Howeler + Yoon Architecture |
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Caixa Forum Madrid, Spain Herzog & de Meuron |
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175 | |
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UNDERSTANDING STEEL DESIGN |
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AN ARCHITECTURAL DESIGN MANUAL |
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Terri Meyer Boake With Technical Illustrations |
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| Preface |
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8 | (4) |
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Chapter 1 The Transformative Nature Of Steel Construction |
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12 | (6) |
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The Intrinsic Connection Between Historic Developments In Steel And Modern Architecture |
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14 | (1) |
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14 | (1) |
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Steel Is About Industrialization And Mass Fabrication |
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15 | (1) |
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Standard Structural Steel Versus Aess |
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15 | (1) |
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From Technique To Technology |
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15 | (3) |
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Chapter 2 The Materiality Of Steel |
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18 | (8) |
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Structural Properties Of Steel |
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20 | (1) |
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21 | (1) |
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Hollow Structural Sections (Hss) |
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22 | (2) |
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Economies In Detailing And Specifying Steel |
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24 | (1) |
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Design And Modeling Software |
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25 | (1) |
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Chapter 3 Connections And Framing Techniques |
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26 | (16) |
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28 | (1) |
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Basic Connection Strategies |
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28 | (3) |
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31 | (1) |
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Beam-To-Girder Connections |
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31 | (1) |
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Girder Or Beam-To-Column Connections |
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32 | (1) |
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33 | (1) |
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34 | (1) |
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35 | (2) |
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37 | (1) |
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38 | (1) |
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38 | (1) |
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Three-Dimensional Trusses |
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39 | (3) |
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Chapter 4 Fabrication, Erection And The Implications On Design |
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42 | (20) |
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Transforming Architectural Design Into Fabricated Elements |
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44 | (1) |
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Process Profile: Addition To The Royal Ontario Museum |
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45 | (1) |
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The Role Of Physical And Digital Models |
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46 | (3) |
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49 | (1) |
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Transportation And Site Issues And The Impact On Design |
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49 | (2) |
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51 | (1) |
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The Effects Of Weather And Climate On Erection |
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52 | (1) |
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Providing Permanent Stability For The Frame |
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53 | (1) |
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Coordination With Other Systems |
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54 | (1) |
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Process Profile: Leslie Dan Faculty Of Pharmacy |
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55 | (1) |
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56 | (1) |
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57 | (1) |
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58 | (1) |
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58 | (1) |
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Lifting The 50-Tonne Truss |
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59 | (1) |
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60 | (2) |
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Chapter 5 Aess: Its History And Development |
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62 | (18) |
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The Invention Of Hollow Structural Sections |
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64 | (1) |
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The Evolution Of Aess Through The High Tech Movement |
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64 | (1) |
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The Typology Of Early High Tech Architecture |
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65 | (1) |
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66 | (4) |
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70 | (4) |
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The "Tower-And-Tensile" Typology |
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74 | (4) |
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78 | (1) |
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Resultant Building Science Problems |
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79 | (1) |
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Chapter 6 Aess: Design And Detailing |
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80 | (22) |
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Standard Structural Steel Versusaess |
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82 | (1) |
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83 | (1) |
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Primary Factors That Defineaess |
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83 | (2) |
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85 | (1) |
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85 | (1) |
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86 | (2) |
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88 | (1) |
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89 | (2) |
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91 | (1) |
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Stainless Structural Steel |
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92 | (1) |
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92 | (1) |
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93 | (1) |
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93 | (1) |
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94 | (1) |
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Choosing Connection Types |
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95 | (1) |
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95 | (1) |
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96 | (1) |
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97 | (1) |
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98 | (1) |
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98 | (1) |
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Standard Structural Shapes |
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99 | (1) |
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Construction Best Practices |
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99 | (1) |
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99 | (1) |
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99 | (1) |
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100 | (1) |
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100 | (1) |
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101 | (1) |
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Chapter 7 Coatings, Finishes And Fire Protection |
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102 | (14) |
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The Need For Corrosion Protection |
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104 | (1) |
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The Need For Fire Protection |
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105 | (1) |
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Preparing The Steel For Coatings |
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105 | (1) |
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Finish And Coating System Selection |
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106 | (1) |
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106 | (1) |
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106 | (1) |
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Shortcomings Of Painted Finishes |
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107 | (1) |
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Shop Versus Site Painting |
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107 | (1) |
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Corrosion Protection Systems |
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108 | (1) |
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108 | (1) |
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109 | (1) |
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110 | (1) |
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111 | (1) |
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112 | (1) |
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112 | (1) |
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Spray-Applied Fire Protection |
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113 | (1) |
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113 | (1) |
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113 | (3) |
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116 | (8) |
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Creating Curves In Steel Buildings |
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118 | (1) |
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Limitations On Curving Steel |
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118 | (1) |
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119 | (1) |
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Curved Steel Applications |
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120 | (2) |
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Faceting As An Alternate Method To Bending |
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122 | (1) |
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Creating Curves With Plate Material |
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123 | (1) |
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Chapter 9 Advanced Framing Systems: Diagrids |
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124 | (20) |
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126 | (1) |
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Diagonalized Core Buildings |
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127 | (1) |
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128 | (1) |
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129 | (1) |
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129 | (1) |
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130 | (1) |
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131 | (1) |
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The Advantages Of A Diagrid Over A Moment Frame |
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131 | (1) |
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132 | (4) |
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Process Profile: Bow Encana Tower |
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136 | (3) |
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Curved Diagrid-Supported Shapes On Low To Mid-Rise Buildings |
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139 | (1) |
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Crystalline Diagrid Forms |
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140 | (1) |
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141 | (3) |
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144 | (14) |
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Historic And Contemporary Casting |
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146 | (1) |
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Basic Types Of Cast Connectors |
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147 | (1) |
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148 | (2) |
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150 | (1) |
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151 | (2) |
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Process Profile: University Of Guelph Science Building |
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153 | (5) |
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Chapter 11 Tension Systems Andspaceframes |
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158 | (20) |
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160 | (1) |
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161 | (1) |
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161 | (3) |
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Innovative Force Expression In Trusses |
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164 | (3) |
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167 | (1) |
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168 | (2) |
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170 | (2) |
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172 | (1) |
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173 | (3) |
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176 | (2) |
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Chapter 12 Steel And Glazing Systems |
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178 | (24) |
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Early Steel And Glass Buildings |
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180 | (1) |
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Technical Aspects Of Combining Steel With Glass |
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181 | (2) |
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Support Systems For Glazing |
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183 | (1) |
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Selecting The Appropriate System |
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184 | (2) |
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Simple Curtain Wall Support Systems |
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186 | (1) |
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Simple Wind-Braced Systems |
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186 | (1) |
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Cable-Supported Structural Glass Envelopes |
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187 | (1) |
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188 | (1) |
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Stainless Steel Spider Connectors |
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189 | (1) |
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190 | (2) |
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192 | (3) |
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Operable Steel And Glass Systems |
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195 | (1) |
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196 | (1) |
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Lattice Shell Construction |
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197 | (5) |
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Chapter 13 Advanced Framing Systems: Steel And Timber |
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202 | (14) |
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204 | (1) |
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205 | (1) |
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Fabrication And Erection Issues |
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206 | (1) |
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206 | (1) |
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207 | (1) |
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Process Profile: Addition To The Art Gallery Of Ontario |
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208 | (4) |
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Process Profile: Richmond Speed Skating Oval |
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212 | (4) |
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Chapter 14 Steel And Sustainability |
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216 | (12) |
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Steel As A Sustain Able Material |
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218 | (1) |
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The Leed Green Building Rating System |
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219 | (1) |
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220 | (1) |
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220 | (1) |
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220 | (1) |
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221 | (2) |
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Sustainable Benefits Ofaess |
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223 | (1) |
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Low-Carbon Design Strategies |
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223 | (2) |
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225 | (1) |
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225 | (1) |
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225 | (1) |
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226 | (1) |
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227 | (1) |
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Chapter 15 Steel In Temporary Exhibition Buildings |
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228 | (8) |
| Appendix |
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| Bibliography |
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236 | (1) |
| Illustration Credits |
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237 | (1) |
| Index Of Technical Subjects |
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238 | (2) |
| Index Of Applications |
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240 | (1) |
| Index Of Buildings |
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241 | (1) |
| Index Of Architects And Steel Firms |
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242 | (1) |
| Index Of Locations |
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243 | (1) |
| On The Author And The Technical Illustrator |
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244 | (1) |
| Sponsors |
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245 | |
