DISCUSSIONS AND CLOSURES
Feb 1, 1990

Discussion of “Multiparametric Limit Analysis of Frames: Part I—Model” by Avinash M. Nafday, Ross B. Corotis, and Jared L. Cohon (March, 1988, Vol. 114, No. 3)

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Publication: Journal of Engineering Mechanics
Volume 116, Issue 2
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References

1.
Augusti, G., Baratta, A., and Casciati, F. (1984). Probabilistic methods in structural engineering. Chapman and Hall, London, England.
2.
Casciati, F. (1978a). “Elastic‐plastic deformation analysis: A parametric linear programming method.” J. Mec. Appl., 2(3).
3.
Casciati, F. (1978b). “A probabilistic approach to the deformation analysis of elastic‐plastic frames.” J. Struct. Mech., 6(1).
4.
Casciati, F., and Faravelli, L. (1977). “La Sicurezza Strutturale nei Confronti degli Stati Limite Descrivibili come Problemi di Ottimizzazione Vincolata.” Costruzioni Metalliche, 3, (in Italian).
5.
Casciati, F., and Faravelli, L. (1978). “Analisi Elasto‐Plastica di Telai Piani Geometricamente Non‐Lineari.” Proc. Atti del 4 Congresso Nazionale, A.I.M.E.T.A, (in Italian).
6.
Casciati, F., and Faravelli, L. “Elasti‐plastic analysis of random structures by simulation methods.” Simulations of systems 79, North‐Holland Publishing Company.
7.
Casciati, F., and Faravelli, L. (1980). Safety analysis for random elastic‐plastic frames in the presence of second‐order geometrical effects.” Appl. Math. Modelling, 4(1), 16–22.
8.
Casciati, F., and Faravelli, L. (1985). “Structural reliability and structural design optimization.” Proc. 4th Int. Conf. on Struct. Safety and Reliability, 61–70.
9.
Casciati, F., and Sacchi, G. (1974). “On the reliability of structures subjected to independent load parameters.” Proc. ASCE‐EMD Conf. on Probabilistic Methods in Struct. Engrg., ASCE.
10.
Casciati, F., and Sacchi, G. (1975). “On the longevity of structures having random resistance.” Proc. Appl. of Statistics and Probability in Soil and Struct. Engrg. 2nd Int. Conf., 1.
11.
Faravelli, L., and Zanon, P. (1980). “Influenza dello Schema sul Comportamento a Collasso di Strutture Reticolari in Acciaio.” Costruzioni Metalliche, 3 (in Italian).
12.
Faravelli, L., and Zanon, P. (1981). “Limit analysis of steel structures allowing for shear force.” J. Struct. Mech., 9(3), 325–337.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 116Issue 2February 1990
Pages: 480 - 481

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Published online: Feb 1, 1990
Published in print: Feb 1990

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F. Casciati
Prof., Dept. of Struct. Mech., Univ. of Pavia, Pavia, Italy
L. Faravelli
Prof., Dept. of Struct. Mech., Univ. of Pavia, Pavia, Italy

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