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Results 1-10 of 18 (Search time: 0.002 seconds).
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PreviewIssue DateTitleAuthor(s)
2015FRP-HSC-steel composite columns: behavior under monotonic and cyclic axial compressionOzbakkaloglu, T.; Louk Fanggi, B.
2013Axial Compressive Behavior of High- and Ultra High-Strength Concrete-Filled AFRP TubesVincent, T.; Ozbakkaloglu, T.; Huang, Y.; Bao, T.; Wang, H.; International Conference on Structures and Building Materials (ICSBM) (9 Mar 2013 - 10 Mar 2013 : Guizhou, China)
2012Behavior of FRP-confined normal- and high-strength concrete under cyclic axial compressionOzbakkaloglu, T.; Akin, E.
2013Axial compressive behavior of square and rectangular high-strength concrete-filled FRP tubesOzbakkaloglu, T.
2013A simple design-oriented model for FRP-confined high-strength concreteLim, J.; Ozbakkaloglu, T.; Xu, B.; Li, H.; International Conference on Building Materials and Structural Engineering (BMSE) (24 May 2013 - 25 May 2013 : Beijing)
2013FRP-confined concrete in circular sections: Review and assessment of stress-strain modelsOzbakkaloglu, T.; Lim, J.; Vincent, T.
2013Influence of inner steel tube properties on compressive behavior of FRP-HSC-steel double-skin tubular columnsLouk Fanggi, B.; Ozbakkaloglu, T.; Zhao, S.; Xie, Y.M.; Liu, H.; Gao, D.; International Conference on Civil Engineering, Architecture and Sustainable Infrastructure (2013 : Zhengzhou, China)
2013An experimental study on behvior of FRP-HSC-Steel double-skin tubular columns under concentric compressionOzbakkaloglu, T.; Louk Fanggi, B.; Hou, H.; Tian, L.; International Conference on Structures and Building Materials (2013 : Guiyang, China)
2013Behavior of high-strength concrete-filled FRP tube columns under simulated seismic loading: An experimental studyIdris, Y.; Ozbakkaloglu, T.; Xu, B.; Li, H.; International Conference on Building Materials and Structural Engineering (BMSE) (24 May 2013 - 25 May 2013 : Beijing)
2011FRP-reinforced concrete beams: Unified approach based on IC theoryOehlers, D.; Mohamed Sadakkathulla, M.; Haskett, M.; Lucas, W.; Muhamad, R.; Visintin, P.

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