Concrete-filled steel tubes are a common example of a concrete-steel composite structure, and are particularly useful as columns in high-rise buildings and bridge piers. They can be used in a range of fields, from civil and industrial construction through to the mining industry. This volume explores several aspects of concrete-filled tubes, including construction methods and quality and their effect on performance; confinement; the effects of creep, pre-load, and size; and seismic and post-fire behavior. It also examines mechanics models and concrete-filled double skin tubes and includes…mehr
Concrete-filled steel tubes are a common example of a concrete-steel composite structure, and are particularly useful as columns in high-rise buildings and bridge piers. They can be used in a range of fields, from civil and industrial construction through to the mining industry. This volume explores several aspects of concrete-filled tubes, including construction methods and quality and their effect on performance; confinement; the effects of creep, pre-load, and size; and seismic and post-fire behavior. It also examines mechanics models and concrete-filled double skin tubes and includes worked examples under practical conditions and numerical simulations.
Xiao-Ling Zhao is Head of Civil Engineering at Monash University, Australia and Chairman of IIW (International Institute of Welding) Subcommission XV-E on "Tubular Structures". Lin-Hai Han is Professor of Structural Engineering at Tsinghua University, China. He is Vice-President of the China Society of Fire Protection on Steel Construction and Vice-President of the China Society on Steel-Concrete Composite Construction. Hui Lu is a bridge engineer at Pitt & Sherry Pty Ltd, Melbourne, Australia and holds a PhD in civil engineering.
Inhaltsangabe
1. Introduction 2. Concrete-Filled Tubular Sections 3. Members Subjected to Static Loading at Ambient Temperatures 4. Members Subjected to Fire 5. Members Subjected to Seismic Loading 6. Connections to Concrete-Filled Tubular Columns 7. Recent Developments. Appendix A: Summary of Design Rules. Appendix B: Practical Design Examples
1. Introduction 2. Concrete-Filled Tubular Sections 3. Members Subjected to Static Loading at Ambient Temperatures 4. Members Subjected to Fire 5. Members Subjected to Seismic Loading 6. Connections to Concrete-Filled Tubular Columns 7. Recent Developments. Appendix A: Summary of Design Rules. Appendix B: Practical Design Examples
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