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The behaviour of structures at elevated temperatures
is profoundly different from that at ambient state.
Local buckling of beam flange outstands and local
buckling of beam web, which experiences a non-uniform
temperature variation, are important because the
mechanical properties of the steel are degraded
non-uniformly from their ambient values. Developing a
formulation representing the mechanics of the
potential failure zone in the column web in the
compression region of the connection due to the
large compressive forces developed during fire,
predicting the critical temperature in a...

Tubular Structures XVI contains the latest scientific and engineering developments in the field of tubular steel structures, as presented at the 16th International Symposium on Tubular Structures (ISTS16, Melbourne, Australia, 4-6 December 2017). The International Symposium on Tubular Structures (ISTS) has a long-standing reputation for being the principal showcase for manufactured tubing and the prime international forum for presentation and discussion of research, developments and applications in this field. Various key and emerging subjects in the field of hollow structural sections are...