
Design by inelastic analysis of overall system behaviour is permitted in several steel design specifications worldwide (e.g., the American Specification AISC360-10 and the Australian Specification AS4100-1998). Advanced inelastic analysis is better able to capture the system behavioural characteristics as they currently are understood. This paper presents a case study of the design of three planar steel structures using different design methods, including the Direct Analysis method in AISC360-10, the inelastic design method in AISC360-10, and the inelastic method (“advanced analysis”) in AS4100. The effects of structural ductility (capacity of load redistribution) and failure modes on the design results are discussed.
Inelastic analysis, steel structures, nonlinear frame analysis, elastic analysis design, system-based design
Inelastic analysis, steel structures, nonlinear frame analysis, elastic analysis design, system-based design
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