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Evaluation of a noncomposite steel girder bridge through live-load field testing. Journal of Bridge Engineering. 18(7):690-699.. 2013.
Evaluation of seasonal and yearly behavior of an Integral abutment bridge. Journal of Bridge Engineering. 12(3):296-305.. 2007.
Experimental behavior of carbon fiber-reinforced polymer (CFRP) sheets attached to concrete surfaces using CFRP anchors. International Journal of Concrete Structures and Materials. 7(1):3-16.. 2014.
Evaluation of load transfer and strut strength of deep beams with short longitudinal bar anchorages. International Concrete Abstracts Portal. 106(5):491-493.. 2009.
Modelling techniques to capture the backbone envelope behaviour of coupling beams subjected to seismic loading. Studi e ricerche, Starrylink. 29:53-78.. 2009.
Performance of conventionally reinforced coupling beams subjected to cyclic loading. Journal of Structural Engineering. 137(6):665-676.. 2011.
Hysteretic behavior of bridge columns with FRP-jacketed lap splices designed for moderate ductility enhancement. Journal of Composites for Construction. 11(6):565-574.. 2011.
Fatigue tests of reinforced concrete beams strengthened using carbon fiber-reinforced polymer composites. ACI Structural Journal. 102(2):305-313.. 2005.
Behavior predictions of deep beams with short straight bar anchorages using strut-and-tie models and nonlinear analysis. IBRACON Structural and Materials Journal.. Submitted.
Effect of carbon-fiber-reinforced polymer laminate configuration on the behavior of strengthened reinforced concrete beams. Journal of Composites for Construction. 8(3):229-240.. 2004.
Full-scale tests of bridge components strengthened using carbon fiber-reinforced polymer composites. Structural Journal. 100(6):775-784.. 2003.
Increasing the flexural capacity of an existing reinforced concrete bridge in Texas using CFRP composites. Field Applications of FRP Reinforcement: Case Studies. 215:203-218.. 2003.
Increasing flexural capacity of reinforced concrete beams using carbon fiber-reinforced polymer composites. ACI Structural Journal. 100(1):36-46.. 2003.