CEE Faculty Profile

Roberto T. Leon

Adjunct Professor

Articles

  1. Kim, U., Leon, R.T., and Galambos, T.V., 2009. 3-D nonlinear dynamic behavior of steel joist girder structures, Engineering Structures,Vol. 31, No. 1, p 268-274
  2. Yang, C.-S., Leon, R.T., and DesRoches, R., 2008. Pushover Test and Analysis of a Braced Frame with Suspended Zipper Struts, ASCE Journal of Structural Engineering
  3. Yang, C.-S., Leon, R.T., and DesRoches, R., 2008. Design and behavior of zipper-braced frames, Engineering Structures,Vol. 30, No. 4,April, 2008, p 1092-1100
  4. Leon, R.T., Kim, D.K., and Hajjar, J.F, 2008. Limit state response of composite columns and beam-columns - Part 2: Application of design provisions for the 2005 AISC Specification,AISC Engineering Journal, Vol. 45, No. 1, pp. 21-46
  5. Leon, R.T., 2008, Desarrollos Recientes en construcci
  6. Hite, M.C., DesRoches, R., and Leon, R.T., 2008, ASCE Journal of Bridge Engineering, Vol. 13, No. 5, p 483-491
  7. Yang, C.-S., Leon, R.T., and DesRoches, R., 2008. Pushover Response of a Braced Frame with Suspended Zipper Struts, ASCE Journal of Structural Engineering, v 134, n 10, p 1619-1626
  8. Ahn, Q. V. and Leon, R.T., 2008. Vibration Analysis of Steel Frames with Semi-Rigid Connections on an Elastic Foundation,International Journal of Steel and Composite Structures, Vol. 8, No. 4, August, 2008, pp. 265-281
  9. Yang, C.S., Leon, R.T. and DesRoches,R., Cyclic behavior of Zipper-Braced Frames, submitted to EERI Earthquake Spectra
  10. Kim, U., and Leon, R.T., 3-D Nonlinear Dynamic Behavior of Steel Joist Girder Structures, submitted to Engineering Structures
  11. Leon, R.T., Kim, D.k., and Hajjar, J.F, 2007. Limit state response of composite columns and beam-columns - Part 1: Formulation of design provisions for the 2005 AISC Specification,AISC Engineering Journal, Vol. 44, No. 4, pp. 341-358
  12. Leon, R. T., 2007. The New AISC 2005 Specification, Revista Escola de Minas - Ouro Preto, Vol. 60, No. 2, April-June 2007, pp. 241-250
  13. Kim. D. W. and Leon, R.T. 2007. Seismic performance of PR frames in the Mid-America earthquake region, ASCE Journal of Structural Engineering,Vol. 133, No. 12, 2007, p 1808-1820
  14. Hu, J.W. and Leon, R.T., 2006. Analytical Characterization of the Performance of Thick Clip Angle Connections, submitted to International Journal of Steel Structures
  15. Ahn, Q. V. and Leon, R.T., 2006. Vibration Analysis of Steel Frames with Semi-Rigid Connections on an Elastic Foundation, submitted to International Journal of Steel and Composite Structures
  16. Kim, U., Leon, R.T., and Galambos, T.V., 2006. Behavior of Steel Joist Girder Structures with PR Column Bases, AISC Engineering Journal, Vol. 44, No. 3, pp. 243-354
  17. Kim, U., Leon, R.T., and Galambos, T.V., 2006. Seismic Designof Steel Joist Girder Structures, AISC Engineering Journal, Vol. 44, No. 3, pp. 234-242
  18. Rassati, G.A. and Leon, R.T., 2004. Component Modeling of PR Composite Frames under Cyclic and Dynamic Loading: Numerical Modeling, International Journal of Steel Structures, Vol. 4, No. 3, pp. 131-140.
  19. Ocel, J., DesRoches, R., Leon, R.T., Hess, W.G., Krumme, R., Hayes, J.R. and Sweeney, S., 2004. Steel Beam-Column Connections Using Shape Memory Alloys, to appear in Journal of Structural Engineering, v. 130, n. 5, pp.732-740.
  20. Rassati, G.A., Leon, R.T., and Noe, S.,2004 Component Modeling of Partially Restrained Composite Joints under Cyclic and Dynamic Loading, Journal of Structural Engineering, v. 130, n. 2, pp. 343-351.
  21. Green, T. P.,Leon, R.T. and Rassati, G.A., 2004 Bidirectional Tests on Partially Restrained, Composite Beam-Column Connections, Journal of Structural Engineering, v. 130, n. 2, pp 320-327.
  22. Linzell, D., Leon, R.T., and Zureick, A., 2003. Instrumentation and Validation for Full-Scale Bridge Testing, Experimental Techniques, v. 27, n. 3, p.29-33.
  23. Linzell, D., Zureick, A., and Leon, R.T., 2003. Comparison of Measured and Predicted Response of Manufactured Circular Steel Tube Members under Concentric and Eccentric Compressive and Tensile Loads, Engineering Structures, v. 25, n. 8, pp. 1019-1031.
  24. Barluenga, G., Hernandez-Olivares, F. and Leon, R.T., 2003. Seismic Response of a New Design for Vertical Joints in Architectural Panels,Engineering Structures, v. 25, n. 13, pp. 1555-1564.
  25. Forcier, G.P., and Leon, R.T., 2002.Performance of Riveted Steel Connections, Journal of Constructional Steel Research, Vol. 58, No. 5-8, p. 779-799.
  26. Swanson, J.A, Leon, R.T., and Kokan, D. S. 2002.Advanced Finite Element Modeling of Bolted T-Stub Connection Components, Journal of Constructional Steel Research, Vol. 58, No. 5-8, p. 1015-1032.
  27. Swanson, J. and Leon, R.T., 2001.Stiffness Modeling of T-stub Connection Components, ASCE Journal of Structural Engineering, Vol. 127, No.5, pp. 498-505.
  28. Leon, R.T. and Aho, M., 2001. Towards New Design Provisions for Composite Columns, accepted for publication in Composite Construction in Steel and Concrete IV, M. Hosain and J.F. Hajjar (eds.), ASCE, New York.
  29. Alemdar, B., White, D., and Leon, R.T., 2001. Three-Dimensional Slab Effetcs in Partially-Restrained Composite Connections, accepted for publication in Composite Construction in Steel and Concrete IV, M. Hosain and J.F. Hajjar (eds.), ASCE, New York.