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Results 11-20 of 22 (Search time: 0.002 seconds).
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PreviewIssue DateTitleAuthor(s)
2007Displacement induced and intermediate crack debonding in FRP strengthened one-way masonry beamsWillis, C.; Wu, C.; Seracino, R.; Griffith, M.; Smith, S.; Asia-Pacific Conference on FRP in Structures (2007 : Hong Kong)
2007Bond tests on FRP retrofitted URM prismsYang, Q.; Willis, C.; Seracino, R.; Xia, S.; Griffith, M.; Moss, P.; Dhakal, R.; Australasian Conference on the Mechanics of Structures and Materials (19th : 2006 : Christchurch, New Zealand)
2002Non-linear behaviour of out-of-plane loaded URM wallsWillis, C.; Griffith, M.; Lawrence, S.; Loo, Y.; Chowdhury, S.; Fragomeni, S.; Australasian Conference on the Mechanics of Structures and Materials (17th : 2002 : Gold Coast, Qld.)
2004Implications of recent experimental and analytical studies for the design of face-loaded urm wallsWillis, C.; Griffith, M.; Lawrence, S.; Mark Masia,; Australasian Masonry Conference (7th : 2004 : University of Newcastle, N.S.W.)
2001Flexural behaviour and design of unreinforced (brick) masonry wallsGriffith, M.; Willis, C.; Lawrence, S.; Michael Griffith,; Australasian Masonry Conference (6th : 2001 : Adelaide, S.A.)
2006Moment capacities of unreinforced masonry sections in bendingWillis, C.; Griffith, M.; Lawrence, S.
2009Earthquake design of unreinforced masonry residential buildings up to 15 metres in heightLawrence, S.; Willis, C.; Melkoumian, N.; Griffith, M.
2012Debonding resistance of FRP-to-clay brick masonry jointsKashyap, J.; Willis, C.; Griffith, M.; Ingham, J.; Masia, M.
2009Bond behaviour of FRP-to-clay brick masonry jointsWillis, C.; Yang, Q.; Seracino, R.; Griffith, M.
2009Damaged masonry walls in two-way bending retrofitted with vertical FRP stripsWillis, C.; Yang, Q.; Seracino, R.; Griffith, M.