Isakovic, T. and Fischinger, M. (2006) Higher modes in simplified inelastic seismic analysis of single column bent viaducts. Earthquake Engineering
and Structural Dynamics, 35(1), 95-114.
Maalek, S., Akbari, R., and Ziaei-Rad, S. (2010) The effects of the repair operations and replacement of the elastomeric bearings on the modal
characteristics of a highway bridge. Structure and Infrastructure Engineering, 6(6), 753-765.
Pinho, R., Monteiro, R., Casarotti, C., and Delgado, R. (2009) Assessment of continuous span bridges through nonlinear static procedures. Earthquake
Spectra , 25(1), 143-159.
AASHTO, T. (2007) Resistance of Compacted Bituminous Mixture to Moisture Induced Damage for Superpave. American Association of State Highway and Transportation Officials, Washington, DC.
Caltrans, S.D.C. (2010) Caltrans Seismic Design Criteria . Vol. 1.6. California Department of Transportation, Sacramento.
Miles, J.C. and Moore, C.J. (1991) An expert system for the conceptual design of bridges. Computers and Structures, 40(1), 101-105.
Priestley, M.N., Seible, F., and Calvi, G.M. (1996) Seismic design and retrofit of bridges, California.
Mander, J.B., Priestley, M.J.N., and Park, R. (1988) Theoretical stress strain model for confined concrete. Journal of Structural Engineering, 114(8), 1804-1826.
Menegotto, M. and Pinto, P.E. (1973) Method of analysis for cyclically loaded R.C. plane frames including changes in geometry and non-elastic behaviour of elements under combined normal force and bending. IABSE Symposium on Resistance and Ultimate Deformability of Structures Acted on by Well-Defined Repeated Loads, 15-22.