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- 1Arching Action
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Lateral–torsional buckling (LTB) is a stability failure mode that occurs in unbraced segments of flexural members and is associated with simultaneous out-of-plane lateral defection and cross-section rotation. The LTB behaviour of doubly symmetric I-shaped members is generally well understood....
A nonlinear finite element model was developed to study the behaviour of unstiffened steel plate shear walls. The model was validated using the results from quasi-static and dynamic experimental programs. With the validated finite element model, the performance of 4-storey and 8-storey Type D...
The susceptibility of structures to extensive collapse when subjected to a localised failure due to an extreme loading event has in recent years gained considerable research attention. The scenario most often used to assess such performance, either experimentally or through finite element...