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Results 1-10 of 17 (Search time: 0.008 seconds).
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PreviewIssue DateTitleAuthor(s)
2012Vibration and buckling of composite beams with partial shear interactions using HBTChakrabarti, A.; Sheikh, A.; Griffith, M.; Oehlers, D.
2017Investigation of equivalent frame modelling for seismic analysis of unreinforced masonry buildings with flexible diaphragmsNakamura, Y.; Derakhshan, H.; Sheikh, A.; Griffith, M.; Ingham, J.; Hao, H.; Zhang, C.; 24th Australian Conference on the Mechanics of Structures and Materials (ACMSM24) (6 Dec 2016 - 9 Dec 2016 : Perth, Australia)
2016Equivalent frame modelling of an unreinforced masonry building with flexible diaphragms - a case studyNakamura, Y.; Derakhshan, H.; Sheikh, A.; Ingham, J.; Griffith, M.
2016Structural behaviour of ultra high performance fibre reinforced concrete beams with steel and polymer bar reinforcementSingh, M.; Mohamed Sadakkathulla, M.; Sheikh, A.; Griffith, M.; Visintin, P.; Maekawa, K.; Kasuga, A.; Yamazaki, J.; The 11th fib International PhD Symposium in Civil Engineering (29 Aug 2016 - 31 Aug 2016 : Tokyo, Japan)
2017Niching particle swarm optimization techniques for multimodal buckling maximization of composite laminatesHuang, L.; Ng, C.; Sheikh, A.; Griffith, M.
2017Static and vibration characteristics of thin-walled box beams: an experimental investigationKashefi, K.; Sheikh, A.; Griffith, M.; Ali, M.; Tateishi, K.
2016Manufacturing ultra-high performance concrete utilising conventional materials and production methodsSobuz, H.; Visintin, P.; Mohamed Ali, M.; Singh, M.; Griffith, M.; Sheikh, A.
2022An interfacial damage-plastic model for the simulation of masonry structures under monotonic and cyclic loadingsNie, Y.; Sheikh, A.; Visintin, P.; Griffith, M.
2022A damage-plasticity based interface model for simulating in-plane/out-of-plane response of masonry structural panelsNie, Y.; Sheikh, A.; Griffith, M.; Visintin, P.
2015An efficient finite element model for buckling analysis of grid stiffened laminated composite platesHuang, L.; Sheikh, A.; Ng, C.; Griffith, M.