Closure to “Assessment of Multispan Masonry Arch Bridges. I: Simplified Approach” by Antonio Brencich and Ugo De Francesco
This article is a reply.
VIEW THE ORIGINAL ARTICLEThis article has a reply.
VIEW THE REPLYPublication: Journal of Bridge Engineering
Volume 11, Issue 2
Get full access to this article
View all available purchase options and get full access to this article.
References
Brencich, A., and De Francesco, U. (2004). “Assessment of multispan masonry arch bridges. Part II: Examples and Applications.“ J. Bridge Eng., 9(6), 591–598.
Brencich, A., De Francesco, U., and Gambarotta, L. (2001). “On the collapse mechanisms of muiti-span masonry bridges.” Proc., STRUMAS V—5th Int. Symp. on Composite Methods in Structural Masonry, T. G. Hughes and G. N. Pande, eds., Computers and Geotechnics, Swansea, U.K., 9–19.
Brencich, A., and Gambarotta, L. (2005). “Mechanical response of solid clay brickwork under eccentric loading. Part I: Un-Reinforced Masonry. Part II: CFRP Reinforced Masonry.” Mater. Struct., 38, 257–273.
Crisfield, M. A. (1985). “Finite element and mechanism methods for the analysis of masonry and brickwork arches.” Dept. of Transport Research Rep. 19, TRL, Crowthorne, U.K.
Crisfield, M. A., and Packham, A. J. (1988). “A mechanism program for computing the strength of masonry arch bridges.” Dept. of Transport Research Report 124, TRL, Crowthorne, U.K.
Harvey, B., Tomor, A., and Smith, F. (2005). “A three-dimensional model for masonry arch bridge behavior.” Struct. Eng., 15(2), 4–7.
International Union of Railways (UIC). (2003). “Assessment, reliability and maintenance of masonry arch bridges: State of the art report.” Rep. of UIC Project I/03/U/85, UIC, Paris.
Melbourne, C., and Gilbert, M. (1995). “The behaviour of multi-ring brickwork arch bridges.” Struct. Eng., 73(3), 39–47.
Melbourne, C., Gilbert, M., and Wagstaff, W. (1995). “The behaviour of multi-span arch bridges.” Proc., Ist Int. Conf. on Arch Bridges, C. Melbourne, ed., Thomas Telford, London, 489–497.
Zani, N. (2001). “A constitutive equation for beams with a no-tensile-resistant material with limited compressive strength.” Rep. CNUCE-B4-2001-06, Univ. of Florence, CNR-CNUCE, Pisa, Italy (in Italian).
Information & Authors
Information
Published In
Copyright
© 2006 ASCE.
History
Published online: Mar 1, 2006
Published in print: Mar 2006
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.