Publications

Publications provided below are to facilitate quick dissemination of research findings. Copyright and all rights therein are retained by the copyright holders. Anyone using the documents provided in the links below should comply with the terms and conditions established by the author/journal’s copyright holder.

Links

Journal of Constr. Steel Res.Eng. StructuresBulletin of Earthquake EngineeringBulletin of Earthquake EngineeringComposites Part BPolymerspdf_iconGoogle Scholar Citation

Peer Reviewed Journal Papers

pdf_iconJ18. Ovuoba, B., and Prinz, G.S. “Analysis of shear demands near the steel-concrete interface in composite bridge girders having varied stud pitch, girder depth, and span length” ASCE Journal of Bridge Engineering, [Under Review]

pdf_iconJ17. Ovuoba, B., and Prinz, G.S. “Investigation of residual fatigue life in shear studs of existing composite bridge girders following decades of traffic loading.” Engineering Structures, [Under Review]

pdf_iconJ16. Noernberg, M., and Prinz, G.S. (2018). “Automated Pin-Dot Marking Effects on Steel Bridge Component Fatigue Capacity.” Journal of Constructional Steel Research, 142(2018) 1-4.

pdf_iconJ15. Alsalman, A., Dang, C.N., Prinz, G.S., and Hale, W.M. (2017). “Evaluation of Modulus of Elasticity of Ultra-High Performance Concrete.” Construction & Building Materials, 153(2017), pp. 918-928

pdf_iconJ14. Cortes, G., and Prinz, G.S. (2017). “Seismic fragility analysis of unanchored steel tanks considering local instability and fatigue damage.” Bulletin of Earthquake Engineering, 15(3), pp 1279-1295.

pdf_iconJ13. Ovuoba, B., and Prinz, G.S. (2016). “On the fatigue capacity of headed shear studs in composite bridge girders” Journal of Bridge Engineering, ASCE, 21(12)

pdf_iconJ12. Dang, C.N., Floyd, R.W., Prinz, G.S., and Hale, W.M. (2016). “Determination of bond stress distribution coefficient by maximum likelihood method.” J. Structural Engineering, ASCE, 142(5)

pdf_iconJ11.   Prinz, G.S. and Richards, P.W. (2016). “Demands on reduced beam section connections with out-of-plane skew.” J. Structural Engineering, ASCE, 142(1).

pdf_iconJ10. Ghafoori, E., Motavalli, M., Nussbaumer, A., Herwig, A., Prinz, G.S., and Fontana, M. (2015). “Determination of minimum CFRP pre-stress levels for fatigue crack prevention in retrofitted metallic beams.” Engineering Structures, 84(2015), pp.29-41.

pdf_iconJ9. Ghafoori, E., Motavalli, M., Nussbaumer, A., Herwig, A., Prinz, G.S., and Fontana, M. (2015). “Design criterion for fatigue strengthening of riveted beams in a 120-year-old railway metallic bridge using pre-stressed CFRP plates.” Composites Part B, 68(2015)

pdf_iconJ8.   Prinz, G.S., and Nussbaumer, A.(2014). “Effect of radial base-plate welds on the ULCF capacity of tank connections.” J. Constructional Steel Research, 103(2014), p.131-139.

pdf_iconJ7.   Ghafoori, E., Prinz, G.S., Nussbaumer, A., Motavali, M., Herwig, A., and Fontana, M. (2014). “Finite element analysis for fatigue damage reduction in metallic riveted bridges using pre-stressed CFRP plates.” Polymers, 6(4), p.1096-1118.

pdf_iconJ6.   Prinz, G.S., Coy, B., and Richards, P.W. (2014). “Experimental and numerical investigation of ductile top-flange beam splices for improved buckling-restrained braced frame behavior.” J. of Structural Engineering, ASCE, 140(9), p.04014052:1-9.

pdf_iconJ5.   Prinz, G.S., Nussbaumer, A., Borges, L., and Khadka, S. (2014). “Experimental testing and simulation of bolted beam-column connections having thick extended end-plates and multiple bolts per row.” Engineering Structures, 59(2014), p.434-447.

pdf_iconJ4.   Prinz, G.S., and Nussbaumer, A. (2012). “On the low-cycle fatigue capacity of unanchored steel liquid storage-tank shell-to-base connections.” Bulletin of Earthquake Engineering, 10(6), p.1943-1958.

pdf_iconJ3.   Prinz, G.S., and Nussbaumer, A. “Fatigue analysis of liquid storage-tank shell-to-base connections under multi-axial loading.” Engineering Structures, 40(2012), p.75-82.

pdf_iconJ2.   Prinz, G.S., and Richards, P.W. (2012). “Seismic performance of buckling-restrained braced frames with eccentric configurations.” J. of Structural Engineering, ASCE, 138(3), p.345-353.

pdf_iconJ1.   Prinz, G.S., and Richards, P.W. (2009). “Eccentrically braced frame links with reduced web sections.” J. Constructional Steel Research, 65(2009) 1971-78.

Conference Papers   

pdf_iconC13.   Cortes, G., and Prinz, G.S. (2017). “Seismic fragility analysis for unanchored tanks considering shell buckling.” Proceedings of the 16th World Conference on Earthquake Engineering (16th WCEE), Santiago, Chile, paper no. 509.

pdf_iconC12.   Ghafoori, E., Motavalli, M., Nussbaumer, A., Zhao, X.L., Herwig, A., Fontana, M., and Prinz, G.S. (2016). “A strengthening theory to prevent fatigue crack initiation in old metallic bridges.” 8th International Conference on Bridge Maintenance, Safety and Management (IABMAS) Foz do Iguaçu, Brazil.

pdf_iconC11.   Ghafoori, E., Motavalli, M., Herwig, A., Nussbaumer, A., Prinz, G.S., and Fontana, M. (2016). “Fatigue strengthening of riveted girders in a historic railway metallic bridge in Switzerland using pre-stressed un-bonded CFRP laminates.” 8th International Conference on Bridge Maintenance, Safety and Management (IABMAS) Foz do Iguaçu, Brazil.

pdf_iconC10.   Prinz, G.S., Nussbaumer, A., Borges, L., and Khadka, S. (2014). “Beam-column connections with thick endplates.” Eurosteel, September 10-12, 2014, Naples, Italy.

pdf_iconC9.   Prinz, G.S., and de Castro-e-Sousa, A. (2014). “Effect of slab stiffness on EBF link rotation demands and implications for link ultra low-cycle fatigue susceptibility.” ASCE Structures Congress, 2014, Boston, Massachusetts.

pdf_iconC8.   Ghafoori, E., Motavalli, M., Nussbaumer, A., Herwig, A., Prinz, G.S., Fontana, M., and Zhao, X.-L. (2014). “Constant life diagrams to prevent fatiuge crack initiation in metallic beams using CFRP plates.” 7th International Conference on FRP Composites in Civil Engineering (CICE), Vancouver, Canada [Peer Reviewed]

pdf_iconC7.   Prinz, G., Ghafoori, E., Nussbaumer, A., Motavalli, M., Herwig, A., and Fontana, M. (2013). “Finite element modeling for fatigue strengthening of metallic riveted bridges using un-bonded pre-stressed CFRP plates.” 2nd Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structures (SMAR), Istanbul, Turkey.

pdf_iconC6.   Prinz, G.S., and Nussbaumer, A. (2013). “Ultra low-cycle fatigue modeling of welded joints under multi-axial strain conditions for better seismic design.” Darmstadter Ingenieurkongress: Bau und Umwelt, Technische Universitat Darmstadt (TUD), Darmstadt, Germany. [Invited presenters].

pdf_iconC5.   Prinz, G.S., and Richards, P.W. (2012). “Dynamic performance comparison between buckling-restrained braced frames with concentric and eccentric configurations” 15th World conference on earthquake engineering, Lisbon, Portugal.

pdf_iconC4.   Prinz, G.S., Nussbaumer, A., and Cortes, G. (2012). “Fatigue analysis of unanchored steel liquid storage tank shell-to-base connections during dynamic earthquake induced uplift.” 15th World conference on earthquake engineering, Lisbon, Portugal.

pdf_iconC3.   Cortes, G., Prinz, G.S., and Nussbaumer, A. (2012). “Cyclic demand at the shell-bottom connection of unanchored steel tanks” 15th World conference on earthquake engineering, Lisbon, Portugal.

pdf_iconC2.   Prinz, G.S., and Richards, P.W. (2008). “Seismic response of buckling-restrained braced frames with beam splices.” 14th World conference on earthquake engineering, Beijing, China.

pdf_iconC1.   Richards, P.W., and Prinz, G.S. (2007). “Non-linear time history analysis of refined mesh steel structures.” 9th Canadian conference on earthquake engineering, Ontario, Canada.

Book Chapters

pdf_iconB1. Prinz, G.S., and Nussbaumer, A. (2013). “On fast transition between shelters and housing after natural disasters in developing regions,” Chapter in “Technologies for Sustainable Development: A Way to Reduce Poverty?”, Springer-Verlag.

ISBN 978-3-319-00638-3. [PDF]


SSRL Research Reports

pdf_iconR1. Ovuoba, B. and Prinz, G.S. (2015). “On the fatigue capacity of headed shear studs in composite bridge girders” SSRL Report No. 2015-1, University of Arkansas, Fayetteville, AR.

pdf_iconR2. Pough, K. and Prinz, G.S. (2016). “Development of pre-stressed CFRP fatigue retrofits for common steel bridge connections” SSRL Report No. 2016-1, University of Arkansas, Fayetteville, AR.

pdf_iconR3. Noernberg, M., and Prinz, G.S. (2016). “Materials Testing Report: Automated pin-dot marking effects on A709-Gr50 steel plate fatigue capacity” SSRL Report No. 2016-2, University of Arkansas, Fayetteville, AR.

pdf_iconR4. Desrochers, C. and Prinz, G.S. (2017). “Effect of column axial load on skewed SMF RBS connection demands” SSRL Report No. 2017-1, University of Arkansas, Fayetteville, AR.