[1] Page, J.; Masonry Arch bridges, TRL stateof the art review, HMSO, 1993.
[2] Lourenco, P.B., “Analysis of historical construction: From thrust-line to advanced simulation”, Historical Construction, P.B Lourenco, P. Roca ,2001.
[3] Frunzio, G., Monaco, M., Gesualdo, A. “3D F.E.M analysis of a Roman arch bridge. Historical Construction”, P.B Lourenco, P. Roca , 2001.
[4] Fanning, P.J., Boothby, T.E., “Three- dimensional modeling and full-scale testing of stone arch bridges”, Computers and Structures, Vol. 79, pp. 2645 – 2662,2001.
[5] Frunzio, G., Monaco, M., Gesualdo, A., “3D F.E.M analysis of a Roman arch bridge. Historical Construction”, P.B Lourenco, P. Roca , 2001.
[6] Drosopoulos, G.A., Stavroulakis, G.E., Massalas, C.V., “Limit analysis of a single span Masonry Bridge with unilateral frictional contact interfaces”, Engineering Structures, vol. 28, pp. 1864 – 1873, 2006.
[7] Brencich, A., Sabia, D., “Experimental identification of a multi-span masonry bridge: The Tanaro Bridge”, Construction and Building Materials, vol. 22, pp. 2087– 2099, 2008.
[8] Drosopoulos, G.A., Stavroulakis, G.E., Massalas, C.V., “Influence of geometry and the abutment movement on the collapse of stone arch bridges”, Construction and Building Materials, vol. 22, pp. 200– 210, 2008.
[9] Marefat, M. S., Ghahremani-Gargary, E., Ataei, Sh., “Load test of a plain concrete arch railway bridge of 20-m span”, Construction and building materials, Vol.18, pp. 661– 667, 2004.
[10] Chen, W.F.; Plasticity In Reinforced Concrete, McGraw-Hill, 1982.