Elliott / Jolly Multi-Storey Precast Concrete Framed Structures

2. Auflage 2013
ISBN: 978-1-118-58735-5
Verlag: John Wiley & Sons
Format: EPUB
Kopierschutz: Adobe DRM (»Systemvoraussetzungen)

E-Book, Englisch, 760 Seiten, E-Book

Precast reinforced and prestressed concrete frames provide ahigh strength, stable, durable and robust solution for anymulti-storey structure, and are widely regarded as a high quality,economic and architecturally versatile technology for theconstruction of multi-storey buildings. The resulting buildingssatisfy a wide range of commercial and industrial needs. Precastconcrete buildings behave in a different way to those where theconcrete is cast in-situ, with the components subject to differentforces and movements. These factors are explored in detail in thesecond edition of Multi-Storey Precast Concrete FramedStructures, providing a detailed understanding of theprocedures involved in precast structural design. This new editionhas been fully updated to reflect recent developments, and includesmany structural calculations based on EUROCODE standards. These areshown in parallel with similar calculations based on BritishStandards to ensure the designer is fully aware of the differencesrequired in designing to EUROCODE standards.
Civil and structural engineers as well as final year undergraduateand postgraduate students of civil and structural engineering willall find this book to be thorough overview of this importantconstruction technology.

Autoren/Hrsg.

Elliott, Kim S.

Jolly, Colin

Inhaltsverzeichnis

Preface ix
Notation xi
1 Precast Concepts, History and Design Philosophy 1
1.1 A Historical Note on the Development of Precast Frames 1
1.2 The Scope for Prefabricated Buildings 11
1.3 Current Attitudes towards Precast Concrete Structures 17
1.4 Recent Trends in Design, and a New Definition for PrecastConcrete 21
1.5 Precast Superstructure Simply Explained 23
1.6 Precast Design Concepts 32
2 Procurement and Documentation 43
2.1 Initial Considerations for the Design Team 43
2.2 Design Procurement 45
2.3 Construction Matters 58
2.4 Codes of Practice, Design Manuals, Textbooks and TechnicalLiterature 60
2.5 Definitions 68
3 Architectural and Framing Considerations 71
3.1 Frame and Component Selection 71
3.2 Component Selection 75
3.3 Special Features 113
3.4 Balconies 136
4 Design of Skeletal Structures 145
4.1 Basis for the Design 145
4.2 Materials 148
4.3 Structural Design 153
4.4 Columns Subjected to Gravity Loads 226
4.5 Staircases 237
5 Design of Precast Floors Used in Precast Frames 245
5.1 Flooring Options 245
5.2 Hollow-core Slabs 249
5.3 Double-Tee Slabs 309
5.4 Composite Plank Floor 315
5.5 Precast Beam-and-Plank Flooring 324
5.6 Design Calculations 325
6 Composite Construction 335
6.1 Introduction 335
6.2 Texture of Precast Concrete Surfaces 339
6.3 Calculation of Stresses at the Interface 344
6.4 Losses and Differential Shrinkage Effects 346
6.5 Composite Floors 352
6.6 Economic Comparison of Composite and Non-compositeHollow-core Floors 364
6.7 Composite Beams 365
7 Design of Connections and Joints 375
7.1 Development of Connections 375
7.2 Design Brief 377
7.3 Joints and Connections 383
7.4 Criteria for Joints and Connections 384
7.5 Types of Joint 386
7.6 Bearings and Bearing Stresses 405
7.7 Connections 413
7.8 Design of Specific Connections in Skeletal Frames 425
7.9 Beam-to-Column and Beam-to-Wall Connections 435
7.10 Column Insert Design 438
7.11 Connections to Columns on Concrete Ledges 470
7.12 Beam-to-Beam Connections 493
7.13 Column Splices 503
7.14 Column Base Connections 517
8 Designing for Horizontal Load 547
8.1 Introduction 547
8.2 Distribution of Horizontal Load 549
8.3 Horizontal Diaphragm Action in Precast Concrete Floorswithout Structural Toppings 558
8.4 Diaphragm Action in Composite Floors with StructuralToppings 576
8.5 Horizontal Forces due to Volumetric Changes in PrecastConcrete 577
8.6 Vertical Load Transfer 581
8.7 Methods of Bracing Structures 593
9 Structural Integrity and the Design for Accidental Loading627
9.1 Precast Frame Integrity - The Vital Issue 627
9.2 Ductile Frame Design 628
9.3 Background to the Present Requirements 634
9.4 Categorisation of Buildings 643
9.5 The Fully Tied Solution 643
9.6 Catenary Systems in Precast Construction 662
10 Site Practice and Temporary Stability 667
10.1 The Effects of Construction Techniques on Design 667
10.2 Designing for Pitching and Lifting 672
10.3 Temporary Frame Stability 690
10.4 On-Site Connections 697
10.5 Erection Procedure 699
10.6 In situ Concrete 709
10.7 Handover 714
References 715
Index 729

Über Autor(innen)

Kim S. Elliott BTech, PhD, CEng, MICE is a self-employedconsultant to the precast industry in the UK and Malaysia. He wasSenior Lecturer in the School of Civil Engineering at NottinghamUniversity, UK, from 1987 to 2010, and was formerly at TrentConcrete Structures Ltd, one of the UK's leading precastconcrete manufacturers. Since 1987, he has been active in researchinto the behaviour of precast concrete structures and has publishedmore than 120 papers and 6 text books. He is a member of the FIB UKGroup and FIB Commission on Prefabrication.
Colin K. Jolly MSc, PhD, CEng, MICE, FIStructE is aself-employed consultant to Cranfield University and theconstruction industry. He was Senior Lecturer in the Department ofCivil and Environmental Engineering at Southampton University, UK,from 1978 to 1999, and in the Engineering Systems Department at theRoyal Military College of Science (now the Defence Academy) from2000-2006, having formerly worked for Consulting Engineers in theUK and Oman. Since 1975, he has been active in research into thebehaviour of a wide variety of composite materials in structures,and has published more than 280 papers and industrial reports. Heis a member of the UK Expert Group providing recommendations forthe evolution of the European loading code EN 1990.