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Proceedings of the Second International Conference on Performance-based and Life-cycle Structural Engineering (PLSE 2015)
Despite many papers on the structural response of thin circular sections, the effect of large imperfectionslargely imposed due to damage, collisions, etc.still leaves many open questions. Over the past few years however, there has been a significant body of tests on steel members with large imperfections, conducted by the authors at the University of Tasmania, with a particular focus on circular hollow sections under different loading conditions. The effect of geometrical irregularities of suchdoi:10.14264/uql.2016.1190 fatcat:d2nn2xrwzzg53gwkp3e47wimt4