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