Discussion of “Assessment of Multispan Masonry Arch Bridges. I: Simplified Approach” by Antonio Brencich and Ugo De Francesco
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Bridge Engineering
Volume 11, Issue 2
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References
Brencich, A., and De Francesco, U. (2004). “Assessment of multispan masonry arch bridges. II Examples and applications.” J. Bridge Eng., 9(6), 591–598.
Brencich, A., Corradi, C., Gambarotta, L., Mantegazza, G., and Sterpi, E. (2002). “Compressive strength of solid clay brick masonry under eccentric loading.” Proc. Brit. Mason. Soc. (UK), 9(11), 37–46.
Gilbert, M. (2001). “RING masonry arch analysis software.” ⟨http://www.shef.ac.uk/ring⟩ (Apr. 29, 2005).
International Union of Railways (UIC). (2004). “Assessment, reliability and maintenance of masonry arch bridges: State of the art report”Rep. of UIC Project I/03/U/85, UIC, Paris.
Livesley, R. K. (1992). “The collapse analysis of masonry arch bridges” Proc., 4th Conf. on Applied Solid Mechanics, Elsevier, 261–274.
Melbourne, C., and Gilbert, M. (1995). “The behavior of multi-ring brickwork arch bridges.” Struct. Eng., 73(3), 39–47.
Melbourne, C., Gilbert, M., and Wagstaff, M. (1997) “The collapse behavior of multi-span brickwork arch bridges.” Struct. Eng., 75(17), 297–305.
Taylor, N., and Mallinder, P., (1993). “The brittle hinge in masonry arch mechanisms.” Struct. Eng., 71(20), 359–366.
White, D. J., and Take, W. A. (2002). “GeoPIV: Particle image velocimetry (PIV) software for use in geotechnical testing.” Rep. CUED/D-SOILS/TR 322, Cambridge University Press, Cambridge, U.K.
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Published In
Journal of Bridge Engineering
Volume 11 • Issue 2 • March 2006
Pages: 257 - 259
Copyright
© 2006 ASCE.
History
Published online: Mar 1, 2006
Published in print: Mar 2006
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