TECHNICAL PAPERS
Mar 1, 2005

Genetic Algorithm-Based Decision Support for Optimizing Seismic Response of Piping Systems

Publication: Journal of Structural Engineering
Volume 131, Issue 3

Abstract

This paper describes computational approaches used in a prototype decision support system (DSS) for seismic design and performance evaluation of piping supports. The DSS is primarily based on a genetic algorithm (GA) that uses finite element analyses, and an existing framework for high performance distributed computing on workstation clusters. A detailed discussion is presented on various issues related to the development of an efficient GA implementation for evaluating the trade-off between the number of supports and cost. An integer string representation of the type used in some existing studies, for instance, is shown to be inferior to a binary string representation, which is appropriate when supports are modeled as axially rigid. A novel seeding technique, which overcomes the inefficiencies of conventional methods in the context of pipe support optimization, is also presented. Finally, an efficient crossover scheme is proposed for generating trade-off curves and the approach is validated with respect to optimal solutions obtained by enumeration. In addition to computational enhancements, the role of joint-cognitive decision making is explored using “Modeling to Generate Alternatives - MGA,” a methodology based on optimization to produce alternatives that may spur creativity and offer new insights. These computational approaches are illustrated with applications to a simple, representative piping system, as well as an actual power plant piping system.

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Acknowledgments

This material is based upon work supported by the National Science Foundation under Grant No. 0084551 and by the Center for Nuclear Power Plant Structures, Equipment and Piping at North Carolina State University. Resources for the Center come from the dues paid by member organizations and from the Civil Engineering Department and College of Engineering in the University. Interested readers may contact the writers for detailed information on the real-life piping system.

References

ASME. (1995). ASME boiler and pressure vessel code section III, American Society of Mechanical Engineers, New York.
Baugh, J. W., Jr., Caldwell, S. C., and Brill, E. D., Jr. (1997). “A mathematical programming approach to generate alternatives in discrete structural optimization.” Eng. Optimiz., 28, 1–31.
Baugh, J. W., Jr., and Kumar, S. V. (2003). “Asynchronous genetic algorithms for heterogeneous networks using coarse-grained dataflow.” Proc., Genetic and Evolutionary Computation Conf. (GECCO-2003), Vol. 2723, 730–741.
Brill, E. D., Jr., Flach, J. M., Hopkins, L. D., and Ranjithan, S. (1990). “MGA: A decision support for complex, incompletely defined problems.” IEEE Trans. Syst. Man Cybern., 20(4), 745–757.
Chiba, T., Fujii, I., Tamayama, S., and Hara, F. (1996a). “Parametric study of the penalty function in a genetic algorithm applied to the support arrangement for piping systems.” Seismic Engineering: Proc., 1996 ASME Pressure Vessels and Piping Conf., ASME, New York, Vol. 340, 249–257.
Chiba, T., Okado, S., Fujii, I., and Itami, K. (1996b). “Optimum support arrangement of piping systems using genetic algorithm.” J. Pressure Vessel Technol., 118, 507–512.
DST (1992). DST/PIPESTRESS user’s manual, DST Computers Services of Geneva, Switzerland, version 3.4.
Ghattas, O. N., and Grossman, I. E. (1991). “MINLP and MILP for discrete sizing structural optimization problems.” In electronic computation: Proc., Tenth Conf., ASCE, New York, 197–204.
Goldberg, D. E. (1989). Genetic algorithms in search, optimization and machine learning, Addison-Wesley, Reading, Mass.
Hara, F., and Iwasaki, A. (1996). “Optimum design for pipe-support allocation against seismic loading.” Seismic engineering: Proc., 1996 ASME Pressure Vessels and Piping Conf., ASME, New York, Vol. 340, 259–268.
Jimenez, P., and Requena, A. (1985). “Snubber optimization program.” Proc., 1985 Pressure Vessels and Piping Conf.: Recent Advances in Seismic Design of Piping and Components, ASME, New York, Vol. 98-3, 139–147.
Lou, S. C., and Chou, C. K. (1985). “Technical considerations for flexible piping design in nuclear power plants.” Proc., 1985 Pressure Vessels and Piping Conf.: Recent Advances in Seismic Design of Piping and Components, ASME, New York, Vol. 98-3, 133–138.
Voss, M. S., and Foley, C. M. (1999). “Evolutionary algorithm for structural optimization.” Proc., 1999 Genetic and Evolutionary Computation Conf. (GECCO).
Yates, D. F., Templeman, A. B., and Boffey, T. B. (1982). “The complexity of procedures for determining minimum weight trusses with discrete member sizes.” Int. J. Solids Struct., 18(6), 487–495.

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Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 131Issue 3March 2005
Pages: 389 - 398

History

Received: Sep 25, 2002
Accepted: Jun 23, 2004
Published online: Mar 1, 2005
Published in print: Mar 2005

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Notes

Note. Associate Editor: Christopher M. Foley

Authors

Affiliations

Abhinav Gupta
Associate Professor of Civil Engineering, North Carolina State Univ., Campus Box 7908, Raleigh, NC 27695-7908.
Prakash Kripakaran
Graduate Research Assistant, Dept. of Civil Engineering, North Carolina State Univ., Campus Box 7908, Raleigh, NC 27695-7908.
G. (Kumar) Mahinthakumar
Assistant Professor of Civil Engineering, North Carolina State Univ., Campus Box 7908, Raleigh, NC 27695-7908.
John W. Baugh Jr.
Professor of Civil Engineering, North Carolina State Univ., Campus Box 7908, Raleigh, NC 27695-7908.

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