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Filters: Author is Breña, Sergio F. [Clear All Filters]
Analysis of the probability of failure for open-grown trees during wind storms. Probabilistic Engineering Mechanics. 37:41-50.
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2014. Behavior of deep beams with short longitudinal bar anchorages. ACI Structural Journal. 105(4):460-470.
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2008. Behavior predictions of deep beams with short straight bar anchorages using strut-and-tie models and nonlinear analysis. IBRACON Structural and Materials Journal.
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Submitted. A comparative study of a three rotor and a single rotor 5MW wind turbine based on economic and structural considerations. Wind Engineering. 38(6):643-656.
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2014. Concepts in the Design of Lateral-Load Systems in High Rise Buildings to Reduce Operational Energy Consumption. International Conference on Chemical, Civil and Environmental Engineering (CCEE-2015).
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2016. 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.
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2004. The effect of crown architecture on dynamic amplification factor of an open-grown sugar maple (Acer saccharum L.). Trees. 27(4):1175–1189.
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2013. Evaluation of a noncomposite steel girder bridge through live-load field testing. Journal of Bridge Engineering. 18(7):690-699.
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2013. Evaluation of load transfer and strut strength of deep beams with short longitudinal bar anchorages. International Concrete Abstracts Portal. 106(5):491-493.
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2009. Evaluation of seasonal and yearly behavior of an Integral abutment bridge. Journal of Bridge Engineering. 12(3):296-305.
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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.
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2014. Fatigue tests of reinforced concrete beams strengthened using carbon fiber-reinforced polymer composites. ACI Structural Journal. 102(2):305-313.
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2005. Field and analytical studies of the first folded-plate girder bridge. Journal of Bridge Engineering. 21(11):04016074-1-04016074-14.
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2016. Field monitoring of integral abutment bridge in Massachusetts. Transportation Research Record: Journal of the Transportation Research Board. 1892:160-169.
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2004. Forces and stresses generated during rigging operations. Arboriculture & Urban Forestry. 35(2):68-74.
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2009. Full-scale tests of bridge components strengthened using carbon fiber-reinforced polymer composites. Structural Journal. 100(6):775-784.
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2003. Hollow-core slabs with cast-in-place concrete toppings: A study of interfacial shear strength. PCI Journal. 58(3):124-141.
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2013. Hysteretic behavior of bridge columns with FRP-jacketed lap splices designed for moderate ductility enhancement. Journal of Composites for Construction. 11(6):565-574.
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2011. Increasing flexural capacity of reinforced concrete beams using carbon fiber-reinforced polymer composites. ACI Structural Journal. 100(1):36-46.
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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.
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2003. Integral abutment bridge behavior: parametric analysis of a Massachusetts bridge. Journal of Bridge Engineering. 12(1):64-71.
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2007. Integral Abutment Bridge Data from Three Steel Girder Bridges. World Steel Bridge Symposium.
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2014. Integral Abutment Bridge Monitoring Program in Vermont. Transportation Research Board 89th Annual Meeting. :12p.
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2010. Issues and methods for transdisciplinary planning of combined wildlife and pedestrian highway crossings. Transportation Research Record. 2123:129-136.
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2009. Load testing and modeling of two integral abutment bridges in Vermont, US. Structural Engineering International: Journal of the IABSE. 21(2):181-188.
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2011. Loss in moment capacity of tree stems induced by decay. Trees. 28(2):517-529.
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2014. Modelling techniques to capture the backbone envelope behaviour of coupling beams subjected to seismic loading. Studi e ricerche, Starrylink. 29:53-78.
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2009. Monitoring of First “Bridge-in-a-Backpack” Bridge in Massachusetts. Transportation Research Board 92nd Annual Meeting. :16p.
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2013. Non-linear modeling parameters for jacketed columns used in seismic rehabilitation of RC buildings. International Concrete Abstracts Portal. 297:1-22.
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2014. Non-linear modeling parameters for jacketed columns used in seismic rehabilitation of RC buildings. ACI Special Publication 297- Seismic Assessment of Existing Reinforced Concrete Buildings – New Developments. 297:1-22.
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