Description
Structural Theory and Innovative Technologies for Concrete-Filled Steel Tubular Bridges examines concrete-filled steel tubular bridges, including arch bridges, truss bridges, piers and towers in cable stayed and suspension bridges. The book considers, in detail, foundational theoretical issues such as: research on the buckling performance of concrete-filled steel tube walls, the static and fatigue performance of joints, the effects of temperature, interface performance, and the confinement effects. The book also proposes design methods for concrete-filled steel tubular bridges and provides engineering design and application examples for concrete- Covers various concrete-filled steel tubular bridge types, including arch bridges, truss bridges, piers, towers in cable stayed and suspension bridges- Critical foundational theoretical issues - including the buckling behavior of steel tubes for the super-size cross section in towers, the static and fatigue performance of the concrete-filled steel tubular joint, steel-concrete interfacial behavior, confinement effect of the members and temperature action of the composite bridge - are covered- New design methods for arch bridges, truss bridges, piers and towers are proposed
Table of Contents
1. Introduction2. Structural System3. Buckling Behavior4. Static Behavior of CFST Joints5. Fatigue Behavior of CFST Joints6. Temperature Action of CFST Bridges7. Steel-Concrete Interfacial Behavior8. Confinement Effect9. Design Method of CFST Bridges10. CFST Arch Bridges11. CFST Composite Truss Bridges12. CFST Bridge Piers13. CFST Bridge Pylons
