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The narrower range of concrete and steel material strengths permitted in Eurocode 4, alongside the enhanced ductility and buckling resistance of SRC columns, creates a need for an analysis that goes beyond the guidelines. This is addressed here through examining the design of SRC columns using high strength concrete, high strength structural steel and high strength reinforcing steel materials.

Produktbeschreibung
The narrower range of concrete and steel material strengths permitted in Eurocode 4, alongside the enhanced ductility and buckling resistance of SRC columns, creates a need for an analysis that goes beyond the guidelines. This is addressed here through examining the design of SRC columns using high strength concrete, high strength structural steel and high strength reinforcing steel materials.
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Autorenporträt
S.P. Chiew is Professor and Civil Engineering Programme Director at Singapore Institute of Technology, Singapore and co-author of Structural Steelwork Design to Limit State Theory, 4th Edition. Y.Q. Cai is a Project Officer in the School of Civil and Environmental Engineering at Nanyang Technological University, Singapore.