High-strength materials offer alternatives to frequently used materials for high-rise construction. A material of higher strength means a smaller member size is required to resist the design load. However, high-strength concrete is brittle, and high-strength thin steel plates are prone to local buckling. A solution to overcome such problems is to adopt a steel-concrete composite design in which concrete provides lateral restraint to steel plates against local buckling, and steel plates provide confinement to high-strength concrete.
Design of Steel-Concrete Composite Structures Using High Strength Materials provides guidance on the design of composite steel-concrete structures using combined high-strength concretes and steels. The book includes a database of over 2,500 test results on composite columns to evaluate design methods, and presents calculations to determine critical parameters affecting the strength and ductility of high-strength composite columns. Finally, the book proposes design methods for axial-moment interaction curves in composite columns. This allows a unified approach to the design of columns with normal- and high-strength steel concrete materials.
This book offers civil engineers, structural engineers, and researchers studying the mechanical performance of composite structures in the use of high-strength materials to design and construct advanced tall buildings.
1. Chapter 01 Introduction - p. 1 2. Chapter 02 Materials - p. 13 3. Chapter 03 Test database - p. 21 4. Chapter 04 Design of steel-concrete composite columns considering high strength materials - p. 35 5. Chapter 05 Behaviour and analysis of high strength composite columns - p. 57 6. Chapter 06 Fire resistant design - p. 85 7. Chapter 07 Special considerations for high strength materials - p. 125 8. Chapter 08 Joints in composite construction - p. 143 9. Chapter 11 Design flowcharts - p. 167 10. B Work Examples and Comparison Studies - p. 173 11. Chapter 12 Design spreadsheets for composite columns - p. 227 12. Chapter 10 References - p. 233 13. Index - p. 243
High-strength materials offer alternatives to frequently used materials for high-rise construction. A material of higher strength means a smaller member size is required to resist the design load. However, high-strength concrete is brittle, and high-strength thin steel plates are prone to local buckling. A solution to overcome such problems is to adopt a steel-concrete composite design in which concrete provides lateral restraint to steel plates against local buckling, and steel plates provide confinement to high-strength concrete.
Design of Steel-Concrete Composite Structures Using High Strength Materials provides guidance on the design of composite steel-concrete structures using combined high-strength concretes and steels. The book includes a database of over 2,500 test results on composite columns to evaluate design methods, and presents calculations to determine critical parameters affecting the strength and ductility of high-strength composite columns. Finally, the book proposes design methods for axial-moment interaction curves in composite columns. This allows a unified approach to the design of columns with normal- and high-strength steel concrete materials.
This book offers civil engineers, structural engineers, and researchers studying the mechanical performance of composite structures in the use of high-strength materials to design and construct advanced tall buildings.
1. Chapter 01 Introduction - p. 1 2. Chapter 02 Materials - p. 13 3. Chapter 03 Test database - p. 21 4. Chapter 04 Design of steel-concrete composite columns considering high strength materials - p. 35 5. Chapter 05 Behaviour and analysis of high strength composite columns - p. 57 6. Chapter 06 Fire resistant design - p. 85 7. Chapter 07 Special considerations for high strength materials - p. 125 8. Chapter 08 Joints in composite construction - p. 143 9. Chapter 11 Design flowcharts - p. 167 10. B Work Examples and Comparison Studies - p. 173 11. Chapter 12 Design spreadsheets for composite columns - p. 227 12. Chapter 10 References - p. 233 13. Index - p. 243
