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Design Guide for Concrete-filled Double Skin Steel Tubular Structures

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Descripción

This is the first design guide on concrete filled double skin steel tubular (CFDST) structures. It addresses in particular CFDST structures with plain concrete sandwiched between circular hollow sections, and provides the relevant calculation methods and construction provisions for CFDST structures.


Características

  • ISBN: 9781138340237
  • Páginas: 113
  • Tamaño: 17x24
  • Edición:
  • Idioma: Ingles
  • Año: 2018

Disponibilidad: 3 a 7 Días

Contenido Design Guide for Concrete-filled Double Skin Steel Tubular Structures

This is the first design guide on concrete filled double skin steel tubular (CFDST) structures. It addresses in particular CFDST structures with plain concrete sandwiched between circular hollow sections, and provides the relevant calculation methods and construction provisions for CFDST structures.

These inherit the advantages of conventional concrete-filled steel tubular (CFST) structures, including high strength, good ductility and durability, high fire resistance and favourable constructability. Moreover, because of their unique sectional configuration, CFDST structures have been proved to possess lighter weight, higher bending stiffness and better cyclic performance than conventional CFST. Consequently CFDST can offer reduced concrete consumption and construction costs.

This design guide is for engineers designing electrical grid infrastructures, wind power towers, bridge piers and other structures requiring light self-weight, high bending stiffness and high bearing capacity.


PREFACE

ABOUT THE AUTHORS

CHAPTER 1  INTRODUCTION


1.1. CONCRETE-FILLED DOUBLE SKIN STEEL TUBES ( CGDST)
1.2. ABOUT THIS GUIDE
1.3. DEFINITIONS
   1.3.1. Concrete-Filled Double Skin Steel Tubular Structure
   1.3.2. Hollow Ratio
   1.3.3. Steel Ratio
   1.3.4. Nominal Steel Ratio
   1.3.5. Nominal Confinement Factor
1.4. SYMBOLS
   1.4.1. Design Action and Effect
   1.4.2. Computacional Indices
   1.4.3. Geometric Parameter
   1.4.4. Computational Coefficients

CHAPTER 2 MATERIALS

2.1. STEEL
2.2. CONCRETE
2.3. CONNECTION DEVICES

CHAPTER 3  DESIGN OF CFDST COLUMNS

3.1. DESIGN PHILOSOPHY
   3.1.1. General Rules
   3.1.2. Design Indices
   3.1.3. Deformation of structures and members
   3.1.4. Anti-Corrosion
3.2. CROSS SECTIONAL RESISTANCE
3.3. RESISTANCE OF MEMBERS UNDER AXIAL LOADING
3.4. RESISTANCE OF MEMBERS IN COMBINED AXIAL LOADING AND BENDING
3.5. LONG-TERM EFFECTS
3.6. LOCAL BEARING IN THE CONNECTION AREA
3.7. IMPACT
3.8. EFFECTS OF CORROSION
3.9. LIMINATION AND CALCULATION OF CONCRETE IMPERFECTION

CHAPTER 4 JOINTS AND CONNECTIONS

4.1. GENERAL DESCRIPTION
4.2. JOINTS
4.3. FLANGE CONNECTIONS
4.4. PLATE CONNECTIONS
4.5. COLUMN-FOOT CONNECTIONS

CHAPTER 5  FIRE-RESISTANCE DESIGN

CHAPTER 6  CONSTRUCTION


6.1 GENERAL DESCRIPTION
6.2. FABRICATION OF TUBULAR MEMBERS
6.3. CONCRETE PLACEMENT
6.4. QUALITY CHECK

REFERENCES

APPENDIX 1  CALCULATION OF THE SHRINKAGE OF THE SANDWICHED CONCRETE
APPENDIX 2  STABILITY COEFFICIENT OF MEMBERS UNDER AXIAL COMPRESSION
APPENDIX 3  EXAMPLES FOR THE BEARING CAPACITY CALCULATION OF CFDST MEMBERS
INDEX

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