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Breña SF, Jeffrey AE, Civjan SA. 2013. Evaluation of a noncomposite steel girder bridge through live-load field testing. Journal of Bridge Engineering. 18(7):690-699.

Breña SF, Bonczar C, Civjan SA, Dejong JT, Crovo DS. 2007. Evaluation of seasonal and yearly behavior of an Integral abutment bridge. Journal of Bridge Engineering. 12(3):296-305.

Breña SF, McGuirk GN. 2014. 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.

Breña SF, Roy NC. 2009. Evaluation of load transfer and strut strength of deep beams with short longitudinal bar anchorages. International Concrete Abstracts Portal. 106(5):491-493.

Breña SF, Ruiz MFernández, Kostic N, Muttoni A. 2009. Modelling techniques to capture the backbone envelope behaviour of coupling beams subjected to seismic loading. Studi e ricerche, Starrylink. 29:53-78.

Breña SF, Ihityar O. 2011. Performance of conventionally reinforced coupling beams subjected to cyclic loading. Journal of Structural Engineering. 137(6):665-676.

Breña SF, Schlick B.. 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.

Breña SF, Benouaich M.A., Kreger M.C., Wood S.L.. 2005. Fatigue tests of reinforced concrete beams strengthened using carbon fiber-reinforced polymer composites. ACI Structural Journal. 102(2):305-313.

Breña SF, Souza R.A.. Submitted. Behavior predictions of deep beams with short straight bar anchorages using strut-and-tie models and nonlinear analysis. IBRACON Structural and Materials Journal.

Breña SF, Macri BM. 2004. 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.

Breña SF, Wood SL, Kreger ME. 2003. Full-scale tests of bridge components strengthened using carbon fiber-reinforced polymer composites. Structural Journal. 100(6):775-784.

Breña SF, Steves M.A.. 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.

Breña SF, Bramblett R.M., Wood S.L., Kreger M.E.. 2003. Increasing flexural capacity of reinforced concrete beams using carbon fiber-reinforced polymer composites. ACI Structural Journal. 100(1):36-46.