TECHNICAL PAPERS
Sep 1, 1995

Empirical Stochastic Silo Load Model. II: Data Analysis

Publication: Journal of Engineering Mechanics
Volume 121, Issue 9

Abstract

Pressure data obtained in experiments with an existing grain silo are used to estimate the parameters of a stochastic silo load model formulated by the first two authors in the first of three papers. The estimation procedure is based on the method of maximum likelihood as applied to point observations of a Gaussian random field with unknown distribution parameters. The justification of this method is not based on superior scientific reasoning, but rather on a pragmatic principle: The family of interpolation curves between the measured data are required to satisfy whatever given regularity conditions (continuity, differentiability, etc.) in as simple a way as possible without being in conflict with the data. If by visual inspection these interpolation curves are judged to be reasonable from an engineering point of view, then also the corresponding silo load model should be acceptable as the basis for a reliability analysis of the silo wall. Generally, this procedure leads to a conservative assessment of the reliability. This is demonstrated in the third paper.

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References

1.
Askegaard, V., and Nielsen, J. (1986). “Instrumentation of reinforced concrete silos.” Bulk Slids Handling, 6(5), 893–897.
2.
Ditlevsen, O. (1991). “Random field interpolation between point by point measured properties.” Computational stochastic mechanics, P. D. Spanos and C. A. Brebbia, eds., Computational Mechanics Publications, Southampton, England, and Elsevier Science Publishers, London, England, 801–812.
3.
Ditlevsen, O., Christensen, C., and Randrup-Thomsen, S.(1995). “Empirical stochastic silo load model. III: reliability applications.” J. Engrg. Mech., ASCE, 121(9), 987–993.
4.
Ditlevsen, O., Munch-Andersen, J.(1995). “Stochastic silo load model. I: correlation theory.” J. Engrg. Mech., ASCE, 121(9), 973–980.
5.
Hartlán, J., Nielsen, J., Ljunggren, L., Martensson, G., and Wigram, S. (1984). The wall pressure in large grain silos. Swedish Council for Building Research, Stockholm, Sweden, D2.
6.
Munch-Andersen, J., and Nielsen, J. (1990). “Pressures in slender grain silos.” Proc., Conf. CHISA'90, Prague, Czechoslovakia, Aug. 26–31.
7.
Ooi, J. Y., Pham, L., and Rotter, J. M. (1990). “Systematic and random features of measured pressures on full scale silo walls.” Engrg. Struct., 12(2), 74–87.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 121Issue 9September 1995
Pages: 981 - 986

History

Published online: Sep 1, 1995
Published in print: Sep 1995

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Authors

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Jørgen Munch-Andersen
Res. Engr., Danish Build. Res. Inst., DK 2970 Hørsholm, Denmark.
Ove Ditlevsen, Member, ASCE
Prof., Dept. of Struct. Engrg., Tech. Univ. of Denmark, Build. 118, DK 2800 Lyngby, Denmark.
Claus Christensen
Grad. student, Dept. of Struct. Engrg., Tech. Univ. of Denmark, Build. 118, DK 2800 Lyngby, Denmark.
Søren Randrup-Thomsen
Grad. student, Dept. of Struct. Engrg., Tech. Univ. of Denmark, Build. 118, DK 2800 Lyngby, Denmark.
Pernille Hoffmeyer
Student, Dept. of Struct. Engrg., Tech. Univ. of Denmark, Build. 118, DK 2800 Lyngby, Denmark.

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