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Damping technologies for tall buildings : theory, design guidance and case studies / / Alberto Lago, Dario Trabucco, Antony Wood
| Damping technologies for tall buildings : theory, design guidance and case studies / / Alberto Lago, Dario Trabucco, Antony Wood |
| Autore | Lago Alberto |
| Pubbl/distr/stampa | Oxford, United Kingdom : , : Butterworth-Heinemann, an imprint of Elsevier, , [2019] |
| Descrizione fisica | 1 online resource (1,125 pages) |
| Disciplina | 624.171 |
| Soggetto topico |
Structural dynamics
Strains and stresses Tall buildings - Design and construction |
| ISBN |
0-12-815964-2
0-12-815963-4 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910583394603321 |
Lago Alberto
|
||
| Oxford, United Kingdom : , : Butterworth-Heinemann, an imprint of Elsevier, , [2019] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Design and Analysis of Tall and Complex Structures
| Design and Analysis of Tall and Complex Structures |
| Autore | Fu Feng |
| Pubbl/distr/stampa | Saint Louis : , : Elsevier Science & Technology, , 2018 |
| Descrizione fisica | 1 online resource (320 pages) |
| Disciplina | 690.383 |
| Soggetto topico | Tall buildings - Design and construction |
| ISBN |
0-08-101121-0
0-08-101018-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| 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. |
| Record Nr. | UNINA-9910583361103321 |
|
Fu Feng
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| Saint Louis : , : Elsevier Science & Technology, , 2018 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Multi-storey precast concrete framed structures / / Kim S. Elliott, BTech, PhD, CEng, MICE, Colin K. Jolly, MSc, PhD, CEng, MICE, FIStructE
| Multi-storey precast concrete framed structures / / Kim S. Elliott, BTech, PhD, CEng, MICE, Colin K. Jolly, MSc, PhD, CEng, MICE, FIStructE |
| Autore | Elliott Kim S |
| Edizione | [[Second edition].] |
| Pubbl/distr/stampa | Chichester : , : Wiley-Blackwell, , 2013 |
| Descrizione fisica | 1 online resource (761 p.) |
| Disciplina | 693/.522 |
| Altri autori (Persone) | JollyColin K |
| Soggetto topico |
Precast concrete construction
Tall buildings - Design and construction |
| ISBN |
1-118-58735-9
1-118-58737-5 1-118-58734-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Precast concepts, history and design philosophy -- Procurement and documentation -- Architectural and framing considerations -- Design of skeletal structures -- Design of precast floors used in precast frames -- Composite construction -- Design of connections and joints -- Designing for horizontal load -- Structural integrity and the design for accidental loading -- Site practice and temporary stability. |
| Record Nr. | UNINA-9910139002203321 |
|
Elliott Kim S
|
||
| Chichester : , : Wiley-Blackwell, , 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Multi-storey precast concrete framed structures / / Kim S. Elliott, BTech, PhD, CEng, MICE, Colin K. Jolly, MSc, PhD, CEng, MICE, FIStructE
| Multi-storey precast concrete framed structures / / Kim S. Elliott, BTech, PhD, CEng, MICE, Colin K. Jolly, MSc, PhD, CEng, MICE, FIStructE |
| Autore | Elliott Kim S |
| Edizione | [[Second edition].] |
| Pubbl/distr/stampa | Chichester : , : Wiley-Blackwell, , 2013 |
| Descrizione fisica | 1 online resource (761 p.) |
| Disciplina | 693/.522 |
| Altri autori (Persone) | JollyColin K |
| Soggetto topico |
Precast concrete construction
Tall buildings - Design and construction |
| ISBN |
1-118-58735-9
1-118-58737-5 1-118-58734-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Precast concepts, history and design philosophy -- Procurement and documentation -- Architectural and framing considerations -- Design of skeletal structures -- Design of precast floors used in precast frames -- Composite construction -- Design of connections and joints -- Designing for horizontal load -- Structural integrity and the design for accidental loading -- Site practice and temporary stability. |
| Record Nr. | UNINA-9910827037003321 |
|
Elliott Kim S
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||
| Chichester : , : Wiley-Blackwell, , 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Structural analysis of multi-storey buildings / / by Karoly A. Zalka
| Structural analysis of multi-storey buildings / / by Karoly A. Zalka |
| Autore | Zalka K. A |
| Edizione | [Second edition.] |
| Pubbl/distr/stampa | [S.l.], : CRC PRESS, 2020 |
| Descrizione fisica | 1 online resource (340 pages) : illustrations (black and white) |
| Disciplina | 690.21 |
| Soggetto topico |
Tall buildings - Design and construction
Structural analysis (Engineering) |
| ISBN |
0-367-35393-8
1-000-04229-4 1-000-04227-8 0-429-32937-7 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover -- Half Title -- Title Page -- Copyright Page -- Dedication -- Table of Contents -- Notations -- 1: Introduction -- 2: Individual Bracing Units: Frames, (Coupled) Shear Walls and Cores -- 2.1 Deflection Analysis of Rigid Sway-Frames Under Horizontal Load -- 2.1.1 Characteristic Deformations -- 2.1.2 One-Bay, Multi-Storey Frames -- 2.1.3 Extension of the Results: Multi-Bay, Multi-Storey Frames -- 2.1.4 Discussion and Special Cases -- 2.1.5 Worked Example: Two-Bay, Ten-Storey Frame -- 2.2 Frequency Analysis of Rigid Sway-Frames -- 2.2.1 Fundamental Frequency -- 2.2.2 Discussion -- 2.2.3 Worked Example: Three-Bay, Twenty-Five Storey Frame -- 2.3 Stability Analysis of Rigid Sway-Frames -- 2.3.1 A Comprehensive Method for the Stability Analysis -- 2.3.2 Worked Example: Two-Bay, Twenty-Five Storey Frame -- 2.4 Other Types of Frame -- 2.4.1 A Simple Method for the Stability Analysis -- 2.4.2 Frames on Pinned Support. Stability Analysis -- 2.4.3 Frames with Longer Columns at Ground Floor Level. Stability Analysis -- 2.4.4 Frames with Cross-Bracing -- 2.4.5 Infilled Frames -- 2.4.6 Worked Example: Fifteen-Storey Frame with Cross-Bracing -- 2.5 Coupled Shear Walls -- 2.5.1 The Modified Frame Model -- 2.5.2 Worked Example: Three-Bay, Thirty-Storey Coupled Shear Walls -- 2.6 Shear Walls -- 2.7 Cores -- 2.7.1 Torsional Stiffness Characteristics -- 2.7.2 Deflection and Rotation Under Uniformly Distributed Horizontal Load -- 2.7.3 Fundamental Frequency -- 2.7.4 Critical Load -- 3: Deflection and Rotation Analysis of Buildings Under Horizontal Load -- 3.1 Three-Dimensional Behaviour -- 3.2 The Planar Problem: Lateral Deflection Analysis of Torsion-Free Buildings -- 3.2.1 The Governing Differential Equations of the Problem -- 3.2.2 Method "A": The Simple Method -- 3.2.3 Method "B": The More Accurate Method -- 3.3 The Torsional Problem.
3.3.1 Torsional Behaviour and Basic Characteristics -- 3.3.2 Torsional Analysis -- 3.3.3 Discusson and Special Cases -- 3.4 Maximum Deflection -- 3.5 Load Distribution Among the Bracing Units -- 3.6 The Behaviour of Buildings Under Horizontal Load -- 3.7 Worked Examples -- 3.7.1 Maximum Deflection of Twenty-Eight Storey Symmetric Building -- 3.7.2 Maximum Deflection of Twenty-Eight Storey Asymmetric Building -- 4: Frequency Analysis of Buildings -- 4.1 Lateral Vibration of a System of Frames, (Coupled) Shear Walls and Cores -- 4.2 Pure Torsional Vibration -- 4.3 Coupled Lateral-Torsional Vibration -- 4.4 Worked Examples -- 4.4.1 Fundamental Frequency of Twenty-Five Storey Symmetric Building -- 4.4.2 Fundamental Frequency of Twenty-Storey Asymmetric Building -- 5: Stability Analysis of Buildings -- 5.1 Sway Buckling of a System of Frames, (Coupled) Shear Walls and Cores -- 5.2 Sway Buckling: Special Bracing Systems -- 5.2.1 Bracing Systems Consisting of Shear Walls Only -- 5.2.2 Bracing Systems Consisting of Frames Only -- 5.2.3 Shear Walls and Frames with Very High Beam/Column Stiffness Ratio -- 5.2.4 Shear Walls and Frames with Very High Column/beam Stiffness Ratio -- 5.3 Pure Torsional Buckling -- 5.4 Coupled Sway-Torsional Buckling -- 5.5 Concentrated Top Load -- 5.6 Worked Examples -- 5.6.1 Critical Load of Twenty-Storey Monosymmetric Building -- 5.6.2 Critical Load of Fifteen-Storey Asymmetric Building -- 6: Global Structural Analysis -- 6.1 The Global Critical Load Ratio -- 6.2 Illustrative Example -- 6.3 Practical Application No. 1: Illustrative Example -- 6.3.1 Basic Characteristics -- 6.3.2 Case 1: An Unacceptable Bracing System Arrangement -- 6.3.3 Case 2: A More Balanced Bracing System Arrangement -- 6.3.4 Case 3: An Effective Bracing System Arrangement -- 6.4 Practical Application No. 2: Kollár's Classic Five-Storey Building. 6.4.1 Layout "A": An Open Core on the Right Side of the Layout -- 6.4.2 Layout "B": An Open Core in the Centre of the Layout -- 6.4.3 Layout "C": A Partially Closed Core on the Right Side of the Layout -- 6.4.4 Layout "D": A Partially Closed Core in the Centre of the Layout -- 6.5 Practical Application No. 3: Ten-Storey Asymmetric Building -- 6.5.1 Stability Analysis -- 6.5.2 Maximum Deflection -- 6.5.3 Fundamental Frequency -- 7: Accuracy and Reliability -- 7.1 Basic Characteristics of the Bracing Units -- 7.2 Structural Analysis of Individual Bracing Units -- 7.2.1 Maximum Deflection -- 7.2.2 Fundamental Frequency -- 7.2.3 Critical Load -- 7.3 Structural Analysis of Systems of Bracing Units -- 7.3.1 Maximum Deflection of Symmetric, Torsion-Free Bracing Systems -- 7.3.2 Maximum Deflection of Asymmetric Bracing Systems -- 7.3.3 Fundamental Frequency -- 7.3.4 Critical Load -- 7.4 Accuracy with the Nineteen Worked Examples -- Appendix: List of Worksheets -- References -- Subject Index -- Author Index. |
| Record Nr. | UNINA-9910861014103321 |
|
Zalka K. A
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||
| [S.l.], : CRC PRESS, 2020 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
The structural design of tall and special buildings
| The structural design of tall and special buildings |
| Pubbl/distr/stampa | [Chichester, U.K.], : John Wiley & Sons |
| Descrizione fisica | 1 online resource |
| Disciplina | 721 |
| Soggetto topico |
Tall buildings - Design and construction
Architecture Building Structural design Immeubles de grande hauteur - Conception et construction Constructions - Calcul |
| Soggetto genere / forma | Periodicals. |
| Soggetto non controllato | Civil Engineering |
| ISSN | 1541-7808 |
| Formato | Materiale a stampa |
| Livello bibliografico | Periodico |
| Lingua di pubblicazione | eng |
| Altri titoli varianti | Tall and special buildings |
| Record Nr. | UNISA-996218441203316 |
| [Chichester, U.K.], : John Wiley & Sons | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
The structural design of tall and special buildings
| The structural design of tall and special buildings |
| Pubbl/distr/stampa | [Chichester, U.K.], : John Wiley & Sons |
| Descrizione fisica | 1 online resource |
| Disciplina | 721 |
| Soggetto topico |
Tall buildings - Design and construction
Architecture Building Structural design Immeubles de grande hauteur - Conception et construction Constructions - Calcul |
| Soggetto genere / forma | Periodicals. |
| Soggetto non controllato | Civil Engineering |
| ISSN | 1541-7808 |
| Formato | Materiale a stampa |
| Livello bibliografico | Periodico |
| Lingua di pubblicazione | eng |
| Altri titoli varianti | Tall and special buildings |
| Record Nr. | UNINA-9910172152103321 |
| [Chichester, U.K.], : John Wiley & Sons | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
The structural design of tall buildings
| The structural design of tall buildings |
| Pubbl/distr/stampa | [Chichester], : John Wiley & Sons, -c2002 |
| Disciplina | 690 |
| Soggetto topico |
Tall buildings - Design and construction
Structural design Immeubles de grande hauteur - Conception et construction Constructions - Calcul |
| ISSN | 1099-1794 |
| Formato | Materiale a stampa |
| Livello bibliografico | Periodico |
| Lingua di pubblicazione | eng |
| Record Nr. | UNISA-996204660403316 |
| [Chichester], : John Wiley & Sons, -c2002 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
The structural design of tall buildings
| The structural design of tall buildings |
| Pubbl/distr/stampa | [Chichester], : John Wiley & Sons, -c2002 |
| Disciplina | 690 |
| Soggetto topico |
Tall buildings - Design and construction
Structural design Immeubles de grande hauteur - Conception et construction Constructions - Calcul |
| ISSN | 1099-1794 |
| Formato | Materiale a stampa |
| Livello bibliografico | Periodico |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910630700003321 |
| [Chichester], : John Wiley & Sons, -c2002 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
