TECHNICAL PAPERS
May 1, 1989

Material Behavior and Optimum Design of Structural Systems

Publication: Journal of Structural Engineering
Volume 115, Issue 5

Abstract

TO cope with more realistic material behavior in the structural optimization process, this paper introduces a general constitutive model based on seven parameters along with the secant stiffness method and the Rosenbrock's minimization algorithm. In addition, the concepts of reserve and residual strengths are used to study the effect of optimization on system strength and redundancy. Furthermore, stress and displacement behavioral constraints are considered both separately and simultaneously to investigate their influence on the optimum solution for brittle and ductile truss systems.

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References

1.
Feng, Y. S., and Moses, F. (1986). “Optimum design, redundancy and reliability of structural systems.” Comput. and Struct., 24(2), 239–254.
2.
Frangopol, D. M. (1985). “Structural optimization using reliability concepts.” J. Struct. Engrg., ASCE, 111(11), 2288–2301.
3.
Frangopol, D. M. (1987). “The redundancy factor in bridges,” presented at the ASCE Int. Civ. Engrg. Convention and Exposition, Anaheim, Calif., Oct. 25–28.
4.
Frangopol, D. M., and Curley, J. P. (1987). “Effects of damage and redundancy on structural reliability.” J. Struct. Engrg., ASCE, 113(7), 1533–1549.
5.
Frangopol, D. M., and Goble, G. G. (1987). “Development of a redundancy measure for existing bridges,” Bridge evaluation, repair and rehabilitation. A. S. Nowak, and E. Absi, eds., Univ. of Michigan, Ann Arbor, Mich., 365–375.
6.
Klisinski, M., and Frangopol, D. M. (1987). “Multilevel optimization of structural systems—Phase 1: Deterministic optimization of truss systems.” Report No. 8710, Struct. Res. Series, Dept. of Civ. Engrg., Univ. of Colorado, Boulder, Colo.
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Levy, R., and Lev, O. E. (1987). “Recent developments in structural optimization.” J. Struct. Engrg., ASCE, 113(9), 1939–1962.
8.
Moses, F., and Yao, J. T. P. (1983). “Safety evaluation of buildings and bridges,” presented at the Symposium on Struct. Design, Inspection and Redundancy, Williamsburg, Va.
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Parmelee, R. A., and Sandberg, H. R. (1987). “If it's redundant, prove it.” Civ. Engrg., ASCE, 57(10), 57–58.
10.
Rosenbrock, H. H. (1960). “An automatic method for finding the greatest or least value of a function.” Comput. J., 3, 175–184.
11.
Tang, J. P., and Yao, J. T. P. (1987). “Evaluation of structural damage and redundancy,” Effects of Damage and Redundancy on Structural Performance. D. M. Frangopol, ed., ASCE, New York, N.Y., 47–62.
12.
Youssef, N. (1987). “The redundancy factor in buildings.” presented at the ASCE Int. Civ. Engrg. Convention and Exposition, Anaheim, Calif., Oct. 25–28.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 115Issue 5May 1989
Pages: 1054 - 1075

History

Published online: May 1, 1989
Published in print: May 1989

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Authors

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Dan M. Frangopol, Member, ASCE
Prof., Dept. of Civ. Engrg., Campus Box 428, Univ. of Colorado, Boulder, CO 80309‐0428
Marek Klisinski
Res. Assoc., Dept. of Civ. Engrg., Univ. of Colorado; formerly, Res. Engr., Inst. of Fund. Tech. Research, Warsaw, Poland

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