DISCUSSIONS AND CLOSURES
Aug 1, 1996
Closure to “Analytical Approach to Collapse Mechanisms of Circular Masonry Arch” by Paolo Foraboschi and Carlo Blasi
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VIEW THE ORIGINAL ARTICLEAuthors: Paolo Foraboschi and Carlo BlasiAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 122, Issue 8
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References
1.
Blasi, C., and Foraboschi, P. (1989). “A non‐linear finite element approach to masonry arch and masonry flat arch.” Proc., Int. Tech. Conf. on Struct. Conservation of Stone Masonry, 13, 9–16.
2.
Blasi, C., and Foraboschi, P. (1990). “The masonry arch: a continuum approach and a discrete approach.” Software for Engrg., Workstations (Microsoftware for Engrs.), Southampton, England, 6(2), 68–74.
3.
Boistard, I. C. (1810). “Expériences sur la stabilité des voûtes.” Le sage col., Paris, France, 2(1810), 171.
4.
Castigliano, C. A. P. (1879). The theory of equilibrium of elastic systems and its applications. Dover Publications, Inc., New York, N.Y.
5.
Faccio, P., Foraboschi, P., and Siviero, E. (1995). “Load carrying capacity of masonry arch bridges.” Proc., 1st Int. Conf. on Arch Bridges, C. Melbourne, ed., Thomas Telford, London, England, 449–458.
6.
Foraboschi, P. (1995). “Collapse mechanisms of masonry arch with fills.” J. Italian Govt. Dept. of Public Works, Rome, Italy, 3(1–3), 15–46 (in Italian).
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Published In
Journal of Structural Engineering
Volume 122 • Issue 8 • August 1996
Pages: 979 - 980
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Copyright © 1996 ASCE.
History
Published online: Aug 1, 1996
Published in print: Aug 1996
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Authors
Affiliations
Paolo Foraboschi
PhD., Dept. of Civ. Engrg., Univ. of Florence, Via di S. Marta 3, Florence, Italy.
Carlo Blasi
Res. Assoc., Dept. of Civ. Engrg., Univ. of Florence, Via di S. Marta 3, Florence, Italy.
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