Steel-Concrete-Steel Sandwich Composite Walls covers key aspects of steel-concrete-steel sandwich composite walls, including: an analysis and design and their loading carrying capacities when subjected to different loading scenarios, e.g., bending, shear, punching, compression, in-plane and out-of-plane shear, etc.; analyzes the basic resistance of the steel-concrete-steel walls; and covers the use of such structures under particular seismic conditions. Such structures combine the advantages of steel and reinforced concrete structures with wide advantages, e.g., it permits prefabrication, increases the construction efficiency, shortens construction period, saves formwork and manpower, and provides high resistance to blast and impact loads. Steel-concrete-steel sandwich composite walls, as a representative structural element of steel-concrete-steel sandwich structures, have been used as the nuclear shielding walls in the new generation nuclear power plant, shield tunnels in Japan, immersed tunnels, ice-resisting walls for Arctic offshore platforms, shear walls in high-rise buildings.
1. 1 : Introduction - p. Page ix 2. 2 : Developments of connections for steel–concrete–steel sandwich walls - p. Page 23 3. 3 : Shear behaviours of enhanced C-channel connectors in steel–concrete–steel sandwich composite walls - p. Page 53 4. 4 : Compression behaviours of steel–concrete–steel sandwich walls - p. Page 144 5. 5 : Behaviours of steel–concrete–steel sandwich walls under out-of-plane bending and shear - p. Page 193 6. 6 : Punching behaviours of steel–concrete–steel sandwich walls - p. Page 294 7. 7 : Seismic behaviours of steel–concrete–steel sandwich walls under lateral cyclic loads - p. Page 335 8. 8 : Seismic behaviours of SCS sandwich core walls under lateral biaxial cyclic loads - p. Page 439 9. Index - p. Page 482
Steel-Concrete-Steel Sandwich Composite Walls covers key aspects of steel-concrete-steel sandwich composite walls, including: an analysis and design and their loading carrying capacities when subjected to different loading scenarios, e.g., bending, shear, punching, compression, in-plane and out-of-plane shear, etc.; analyzes the basic resistance of the steel-concrete-steel walls; and covers the use of such structures under particular seismic conditions. Such structures combine the advantages of steel and reinforced concrete structures with wide advantages, e.g., it permits prefabrication, increases the construction efficiency, shortens construction period, saves formwork and manpower, and provides high resistance to blast and impact loads. Steel-concrete-steel sandwich composite walls, as a representative structural element of steel-concrete-steel sandwich structures, have been used as the nuclear shielding walls in the new generation nuclear power plant, shield tunnels in Japan, immersed tunnels, ice-resisting walls for Arctic offshore platforms, shear walls in high-rise buildings.
1. 1 : Introduction - p. Page ix 2. 2 : Developments of connections for steel–concrete–steel sandwich walls - p. Page 23 3. 3 : Shear behaviours of enhanced C-channel connectors in steel–concrete–steel sandwich composite walls - p. Page 53 4. 4 : Compression behaviours of steel–concrete–steel sandwich walls - p. Page 144 5. 5 : Behaviours of steel–concrete–steel sandwich walls under out-of-plane bending and shear - p. Page 193 6. 6 : Punching behaviours of steel–concrete–steel sandwich walls - p. Page 294 7. 7 : Seismic behaviours of steel–concrete–steel sandwich walls under lateral cyclic loads - p. Page 335 8. 8 : Seismic behaviours of SCS sandwich core walls under lateral biaxial cyclic loads - p. Page 439 9. Index - p. Page 482
