Cantilever Architecture by Moon, Kyoung Sun -- Read -- Imperial Library of Trantor

Index

Cover Half Title Title Page Copyright Page Table of Contents Foreword Introduction Part I: Horizontal Cantilevers

Chapter 1 Cantilevered Furniture

1.1 Cantilever Chairs 1.2 Cantilever Tables

Chapter 2 Cantilevered Building Components

2.1 Cantilevered Stairs

2.1.1 Early Cantilevered Stone Stairs 2.1.2 Cantilevered Stairs of Modern Materials

2.2 Cantilevered Balconies

VM House, Copenhagen, Denmark The Ledge at Willis Tower, Chicago, USA

2.3 Cantilevered Canopies

Trumpf Campus Gate House, Ditzingen, Germany One Central Park, Sydney, Australia Voest Alpine Office Center, Linz, Austria

Chapter 3 Cantilevered Buildings

3.1 Cantilever Proportioning 3.2 Jettying 3.3 Large One-Sided Cantilevers

ICA Boston, USA Former Lamar Construction Company Corporate Headquarters, Hudsonville, Michigan, USA Milstein Hall at Cornell University, New York, USA Ataria Nature Interpretation Centre, Vitoria, Spain Wozoco Apartments, Amsterdam, Netherlands Crane Houses in the Rheinauhafen, Cologne, Germany

3.4 Large Two-Sided Cantilevers

Creative Valley, Utrecht, Netherlands Busan Cinema Center, Busan, Korea The Cultural Center, Castelo Branco, Portugal The Sharp Center for Design, Ontario College of Art and Design, Toronto, Canada

3.5 Merged Cantilevers

CCTV Headquarters, Beijing, China Nanjing Sifang Art Museum, Nanjing, China Technological Park, Obidos, Portugal

3.6 Stacked Multiple Cantilevers

Halifax Library, Halifax, Canada Pierre Lassonde Pavilion at the National Museum of Fine Arts of Quebec, Canada Capital City Towers, Moscow, Russia Statoil Oslo Office Building, Oslo, Norway

Part II: Vertical Cantilevers

Chapter 4 Structural Systems for Tall Buildings

4.1 Interior Structures

4.1.1 Moment Resisting Frames

Tokyo Marine Building, Osaka, Japan

4.1.2 Braced Frames 4.1.3 Shear Walls 4.1.4 Shear Wall Frame Interaction System

Seagram Building, New York, USA

4.1.5 Staggered Truss System

4.2 Exterior Structures

4.2.1 Framed Tubes

One and Two World Trade Center Towers, New York, USA (Demolished) Aon Center, Chicago, USA DeWitt-Chestnut Apartments, Chicago, USA

4.2.2 Braced Tubes

John Hancock Center, Chicago, USA 780 Third Avenue, New York, USA 4.2.2.1 Braced Tubes of Varying Column Spacing 4.2.2.2 Braced Tubes of Various Bracing Configurations

4.2.3 Bundled Tubes

Willis Tower, Chicago, USA

4.2.4 Diagrids

Hearst Headquarters, New York, USA Lotte Super Tower Project, Seoul, Korea Capital Gate Tower, Abu Dhabi, UAE 0–14 Building, Dubai, UAE 4.2.4.1 Uniform Angle Diagrids 4.2.4.2 Varying Angle Diagrids

4.2.5 Space Trusses

Bank of China Tower, Hong Kong

4.3 Interior-Exterior Integrated Structures

4.3.1 Outrigger Structures

Taipei 101, Taiwan Jin Mao Tower, Shanghai, China

4.3.2 Tube-in-Tube System

4.4 Comparison Between The Systems

Chapter 5 Damping Systems for Tall Buildings

5.1 Passive Damping Systems

5.1.1 Energy-Dissipating-Material-Based Damping Systems 5.1.2 Auxiliary Mass Dampers

5.2 Active Damping Systems

Chapter 6 Integrative Design of Complex-Shaped Tall BUILDINGS

6.1 Aerodynamic Forms 6.2 Twisted Tall Buildings

6.2.1 Twisted Braced Tubes and Diagrids 6.2.2 Twisted Outrigger Structures

6.3 Tilted Tall Buildings

6.3.1 Tilted Braced Tubes 6.3.2 Tilted Diagrids 6.3.3 Tilted Outrigger Structures 6.3.4 Strength Consideration for Tilted Tall Buildings

6.4 Tapered Tall Buildings 6.5 Freeform Tall Buildings 6.6 Conjoined Tall Buildings

Index

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