Design and Analysis of Tall and Complex Structures

• Autore: Fu Feng
• Pubblicazione: Saint Louis : , : Elsevier Science & Technology, , 2018; ©2018
• Descrizione fisica: 1 online resource (320 pages)
• Disciplina: 690.383
• Soggetto topico: Tall buildings - Design and construction
• Nota di contenuto: Front Cover -- Design and Analysis of Tall and Complex Structures -- Copyright -- Contents -- The Author -- Acknowledgments -- Chapter One: Introduction -- 1.1. Aims and Scope -- 1.2. The Main Design Issues of Tall and Complex Structures -- 1.3. Structure of the Book -- References -- Chapter Two: Fundamentals of Tall Building Design -- 2.1. Introduction -- 2.2. History of Tall Buildings -- 2.3. The Lateral Stability System for Tall Buildings -- 2.4. Loads on Tall Buildings -- 2.4.1. Dead Loads -- 2.4.2. Live Loads -- 2.4.3. Snow Loads -- 2.4.4. Wind Loads -- 2.4.5. Earthquake Loading -- 2.5. Floor System -- 2.5.1. Concrete Floor System -- 2.5.2. Flat Slab -- 2.5.3. Posttensioned Slab System -- 2.5.4. Composite Floor System -- 2.5.4.1. Solid R.C. or Profiled Metal Deck Floors -- 2.5.4.2. Precast Slab -- 2.5.4.3. Slim Floor Construction -- 2.5.5. Composite Truss Floor System -- 2.6. Vertical Support Systems -- 2.6.1. Transfer Truss or Roof Truss -- 2.6.2. Inclined Columns -- 2.6.3. Walking Column -- 2.7. Earthquake Design -- 2.7.1. Horizontal and Vertical Seismic Actions -- 2.7.2. Structural Analysis Method -- 2.7.2.1. Response Spectrum Analysis -- 2.7.2.2. Pushover Analysis -- 2.7.2.3. Time History -- 2.7.3. Dissipative (Ductile) Structure Design -- 2.7.3.1. Design Spectrum (Behavior Factor q or Force Reduction Factor R) -- 2.7.3.2. Ductility Class for Design-Dissipative or Nondissipative Structure -- 2.7.3.3. Ductile Detailing -- 2.7.3.3.1. Concrete Structures -- 2.7.3.3.2. Steel Structures -- 2.7.3.4. Capacity Design -- 2.7.4. Avoiding Soft Story-Strong Column Weak Beam Design -- 2.7.5. Structural Regularity -- 2.7.6. Design for Structural Integrity -- 2.7.6.1. Masonry Structures -- 2.7.6.2. Connection Between Superstructure to Foundations -- 2.7.7. Measures to Reduce the Earthquake Response -- 2.7.7.1. Base Isolation -- 2.7.7.2. Shock Absorber. ; 2.7.7.3. Damping Systems -- 2.8. Wind Load Design -- 2.8.1. Fundamental of Wind Loading -- 2.8.1.1. Along Wind -- 2.8.1.1.1. Wind Pressure -- 2.8.1.2. Cross Wind -- 2.8.1.2.1. Vertex Shedding -- 2.8.2. Wind Drift Design -- 2.8.3. Occupant Comfort and Criteria of Buildings to Wind Induced Vibrations -- 2.8.3.1. Objective of Occupant Comfort Design -- 2.8.3.2. Human Perception of Motion -- 2.8.3.3. Occupant Comfort Design Criteria -- 2.8.3.4. Mitigation of Building Motions in Design -- 2.8.4. Effects of Neighboring Tall Buildings on Wind -- 2.8.5. Outdoor Human Comfort Design for Pedestrian on the Street -- 2.8.5.1. Effect of Wind on Outdoor Human Comfort -- 2.8.5.2. Measures to Improve Outdoor Human Comfort -- 2.8.6. Wind Tunnel Test -- 2.8.6.1. The Rigid Model Force Balance Tests -- 2.8.6.2. Aeroelastic Model Study -- 2.8.6.3. Measurements of Localized Pressures -- 2.8.6.4. Pedestrian Winds Studies -- 2.8.7. Measures to Reduce the Wind Response -- 2.8.7.1. Aerodynamics Optimization -- 2.8.7.2. Damping Systems -- 2.9. Design to Prevent Progressive Collapse -- 2.9.1. Design Method to Prevent Progressive Collapse -- 2.9.2. Progressive Collapse Analysis Method -- 2.9.3. Detailed Requirements in Tall Building Design -- 2.10. Fire Safety Design -- 2.10.1. The Evacuation Route Design -- 2.10.2. The Compartmentation Design -- 2.10.3. The Structural Fire Design -- 2.10.3.1. Prescriptive-Based Design -- 2.10.3.2. Performance-Based Design -- 2.10.3.3. Structural Fire Analysis -- 2.10.4. Summary -- 2.11. Design of Tall Building Under Blast Loading -- 2.11.1. Fundamental of Blast Loading -- 2.11.2. Hazard Mitigating Measures -- 2.11.3. Design a Blast Resistant Structure Members -- 2.11.4. Design and Analysis for Overall Response of Tall Buildings Under Blast Loading -- 2.11.5. Analysis of Building Response Using Pressure-Impulse (Iso-Damage) Diagrams. ; 2.12. Foundation Design for Tall Buildings -- 2.12.1. Major Design Issues -- 2.12.2. Foundation Types -- 2.12.3. Effect of Soil to the Foundations Under Earthquake Loading -- 2.12.4. Soil-Structure Interaction -- 2.13. Construction Methods and Technologies -- 2.13.1. Top-Down Construction -- 2.13.2. Plunge Columns -- 2.13.3. Construction Technology in Burj Khalifa Tower -- 2.14. Creep, Shrinkage, and Column Shortening Effect -- 2.14.1. Shortening Analysis -- 2.14.2. Mitigating Column Shortening, Shortening Compensation -- 2.15. Cladding -- References -- Chapter Three: Shear Wall, Core, Outrigger, Belt Truss, and Buttress Core System for Tall Buildings -- 3.1. Introduction -- 3.2. Shear Wall and Core System -- 3.2.1. Type of Cores -- 3.2.1.1. Concrete Core -- 3.2.1.2. Steel-Framed Cores -- 3.2.2. The Importance of Core Design -- 3.3. Introduction of Outrigger, Belt Truss, and Buttress Core System -- 3.4. Outrigger Structures -- 3.4.1. Types of Outriggers -- 3.4.1.1. Steel Outriggers -- 3.4.1.2. Concrete Outriggers -- 3.4.1.3. Hybrid Outriggers -- 3.4.1.4. Damped Outrigger -- 3.4.2. Disadvantage of Outriggers -- 3.4.3. Case Study of the Shard -- 3.4.3.1. Structural System of Shard -- 3.4.3.2. Structural Analysis Result -- 3.5. Belt Truss and Ring Truss System -- 3.6. Buttressed Core System -- 3.6.1. Buttress Core System -- 3.6.2. Case Study of Jeddah Tower (Also Known as Kingdom Tower) -- 3.6.2.1. Aerodynamic Optimization -- 3.6.2.2. Structural System -- 3.6.2.3. Result Analysis -- 3.6.2.4. Analysis Model Set Up Method -- 3.7. Summary -- References -- Chapter Four: Tube System in Tall Building -- 4.1. Introduction of Tube Structures -- 4.2. Tube-in-Tube System -- 4.2.1. Introduction -- 4.2.2. Case Study of Petronas Tower (Tube-in-Tube) -- 4.2.2.1. Structural System -- 4.2.2.2. Result Analysis -- 4.2.2.3. Model setup methods -- 4.3. Framed Tubes. ; 4.3.1. Introduction -- 4.3.2. Shear Lag Effect in Framed Tube System -- 4.3.3. Case study of Twin Towers (also called as World Trade Center), New York (Tube Frame Structure) -- 4.3.3.1. Internal Core -- 4.3.3.2. Exterior Tube -- 4.3.3.3. Connection Between Exterior Tube and the Central Core -- 4.3.3.4. Finite Element Analysis of World Trade Center -- 4.4. Braced Tubes Structure (Trussed Tube Structure) -- 4.5. Bundled Tube -- 4.6. Hybrids Tube System -- 4.6.1. Introduction -- 4.6.2. Case Study of One World Trade Center (Moment Steel Frame+Concrete Core) -- 4.6.2.1. Structural System -- 4.6.2.2. Blast Protection Wall -- 4.7. Superslender Tall Building Design -- 4.7.1. Key Design Consideration for Superslender Tall Buildings -- 4.7.2. Case Study on Superslender Tower 432 Parke Avenue in New York (Tube-in-Tube) -- 4.7.2.1. Structural Material -- 4.7.2.2. Lateral Stability -- 4.7.2.3. Extra Measure to Limit the Acceleration -- 4.7.3. Case Study on Slender Tower Allianz Tower, Millan -- 4.7.4. Summary -- 4.8. Conclusion -- References -- Chapter Five: Bracing, Diagrid, 3D Space Frame, and Mega Frame Structural Systems in Tall Buildings -- 5.1. Introduction -- 5.2. Bracing Systems -- 5.2.1. Concentric Bracing -- 5.2.2. Eccentric Bracing -- 5.2.3. Project Examples -- 5.3. 3D Space Truss System -- 5.4. Diagrid Structures -- 5.4.1. Difference Between Exterior Braced Frame Structure and Diagrid Structure -- 5.4.2. Structural System of a Diagrid Structure -- 5.4.3. Diagrid Structure in the World -- 5.4.3.1. Gherkin, Swiss Re, 30 St Mary Ax -- 5.4.3.2. Hearst Tower -- 5.4.3.3. Guangzhou International Finance Centre -- 5.4.3.4. CCTV Building -- 5.4.3.5. Poly International Plaza -- 5.4.4. Structural Design Consideration of a Diagrid Structure -- 5.4.4.1. Structural Features -- 5.4.4.2. Diagonal Member Design -- 5.4.4.3. Node Design. ; 5.4.4.4. Optimal Angle of Diagonal Members for Maximum Shear Rigidity -- 5.4.4.5. Design of the Internal Core in Diagrid Buildings -- 5.4.5. Case study of Guangzhou International Finance Centre -- 5.4.5.1. 3D ETABS Model -- 5.4.5.2. Modeling Result -- 5.5. Moment Resisting Frames -- 5.6. Mega Frame Structures (Superframe Structures) -- 5.6.1. Introduction -- 5.6.2. Case Study of the HSBC Headquarters in Hong Kong -- 5.6.3. Case study of China Zun Tower (A Mega Frame Structure) -- 5.6.3.1. Introduction -- 5.6.3.2. The Structural System -- 5.6.4. Case Study of Shanghai Tower-Mega Frame Structure -- 5.6.4.1. The Structural System of the Shanghai Tower -- 5.6.4.2. Model Setup Methods -- 5.7. Conclusion -- References -- Chapter Six: Design and Analysis of Complex Structures -- 6.1. Introduction -- 6.2. Examples of Complex Structures -- 6.2.1. Sydney Opera House, Australia -- 6.2.2. King's Cross Western Concourse, UK -- 6.2.3. Shin-Osaka Station, Japan -- 6.2.4. Kyoto Station, Japan -- 6.2.5. Marina Bay Sands Hotel and Art Science Museum, Singapore -- 6.2.5.1. Marina Bay Sands Complex -- 6.2.5.2. ArtScience Museum -- 6.2.6. Emirates Air Line Cable Car Supports -- 6.2.7. Beijing National Aquatics Center (Water Cube) Beijing, China -- 6.3. Design Considerations in Complex Structures -- 6.3.1. Setting Up the Geometry -- 6.3.2. Space Structure -- 6.3.3. Arch Structure -- 6.3.3.1. St Pancras International Train Station -- 6.3.3.2. Wembley Stadium -- 6.3.3.3. Tied arches, Heathrow Airport T5 -- 6.3.3.4. Summary -- 6.3.4. Design of Supports and Connections -- 6.3.4.1. Heathrow Airport Terminal 5 -- 6.3.4.2. Barcelona International Airport -- 6.4. Complex Structural Analysis Methods -- 6.5. Building Information Modeling -- 6.5.1. Introduction -- 6.5.2. Standard Methods and Procedures Protocols -- 6.5.3. Design Liability and Legal Issue of BIM. ; 6.6. Parametric Design Process.
• Sommario/riassunto: The design of tall buildings and complex structures involves challenging activities, including: scheme design, modelling, structural analysis and detailed design. This book provides structural designers with a systematic approach to anticipate and solve issues for tall buildings and complex structures. This book begins with a clear and rigorous exposition of theories behind designing tall buildings. After this is an explanation of basic issues encountered in the design process. This is followed by chapters concerning the design and analysis of tall building with different lateral stability systems, such as MRF, shear wall, core, outrigger, bracing, tube system, diagrid system and mega frame. The final three chapters explain the design principles and analysis methods for complex and special structures. With this book, researchers and designers will find a valuable reference on topics such as tall building systems, structure with complex geometry, Tensegrity structures, membrane structures and offshore structures. Numerous worked-through examples of existing prestigious projects around the world (such as Jeddah Tower, Shanghai Tower, and Petronas Tower etc.) are provided to assist the reader's understanding of the topic Provides the latest modelling methods in design such as BIM and Parametric Modelling technique Detailed explanations of widely used programs in current design practice, such as SAP2000, ETABS, ANSYS, and Rhino Modelling case studies for all types of tall buildings and complex structures, such as: Buttressed Core system, diagrid system, Tube system, Tensile structures and offshore structures etc.
• Titolo autorizzato: Design and Analysis of Tall and Complex Structures
• ISBN: 0-08-101121-0; 0-08-101018-4
• Formato: Materiale a stampa
• Livello bibliografico: Monografia
• Lingua di pubblicazione: Inglese
• Record Nr.: 9910583361103321
• Lo trovi qui: Univ. Federico II