TECHNICAL PAPERS
Dec 1, 1996

Multiple Heavy Lifts Optimization

Publication: Journal of Construction Engineering and Management
Volume 122, Issue 4

Abstract

Heavy lift planning has a major impact on construction sequencing, scheduling, budgeting, and safety. This paper addresses problems presented by planning for multiple lifts on a single jobsite. This is a common and particularly challenging planning situation because of the complex trade-offs involved. Conventional intuitive planning procedures lead to suboptimal plans or plans ranked with little quantitative or objective measure. This paper first introduces various factors affecting planning decisions for multiple heavy lifts and then presents an interactive computer-aided process to optimize initial crane configurations and placement locations for multiple lift problems. In the computer-aided planning process, the minimal number of equipment relocations is determined based on an integer programming model, and the precise equipment locations are optimized with an interactive procedure using objective performance functions. Objectives involve cost, safety, and area interference (area sterilization). These optimization procedures are implemented in the critical operations planning environment (COPE). A case study is used to demonstrate the optimization process. It is concluded, based on a case study and external reviews, that the process and algorithms presented help produce good plans for multiple heavy lifts on construction sites.

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References

1.
Alexander, S. (1992). “Avoiding trouble with rigorous planning: load lift modeled on microstation.”MicroStation Mgr., 2(8).
2.
Bennett, C., and Ditlinger, S. (1994). “Bechtel automated lift planning system.”Robotics for challenging environments; Proc., ASCE Spec. Conf., ASCE, New York, N.Y.
3.
Computer aided rigging (CAR). (1990). Brown & Root Braun, Houston, Tex.
4.
Dharwadkar, P. V., Varghese K., O'Connor, J. T., and Gatton, T. M. (1994). “Graphical visualization for planning heavy lifts.”Proc., 1st Congr. on Comp. in Civ. Engrg., K. Khozeimeh, ed., ASCE, New York, N.Y.
5.
Haas, C., and Lin, K. (1995). “An interactive database system with graphical linkage for computer aided critical lift planning.”Automation and robotics in construction XII; Proc., 12th Int. Symp. on Automation and Robotics in Constr. (ISARC), E. Budny, A. McCrea, and K. Szymanski, eds., Build. Mechanization and Mineral Min. Res. Inst. (IMBiGS), Warsaw, Poland, 313–324.
6.
Hamilton, M. R. (1992). “Preplanning analysis and computer animation of dual crane lifts in highway construction,” MS thesis, Univ. of Texas, Austin, Tex.
7.
Hornaday, W. (1992). “Computer aided planning for construction heavy lifts,” MS thesis, Univ. of Texas, Austin, Tex.
8.
Hornaday, W. C., Haas, C. T., O'Connor, J. T., and Wen, J.(1993). “Computer-aided planning for heavy lifts.”J. Constr. Engrg. and Mgmt., ASCE, 119(3), 498–515.
9.
Lin, K.-L. (1993). “An integrated database for critical lift planning,” MS thesis, Univ. of Texas, Austin, Tex.
10.
Lin, K.-L., and Haas, C. T.(1996). “A modeling and simulation environment for critical construction operations planning.”J. Constr. Engrg. and Mgmt., ASCE, 122(3), 1–11.
11.
Shapiro, H. I., Shapiro, J. P., and Shapiro, L. K. (1991). Cranes and derricks, 2nd Ed., McGraw-Hill Book Co., Inc., New York, N.Y.
12.
TeleMetriX. (1993). Jacobus Technology, Inc., Va.
13.
Tommelein, I. D., Levitt, R. E., Hayes-Roth, B., and Confery, T.(1991). “SightPlan experiments, alternative strategies for site layout design.”J. Comput. in Civ. Engrg., 5(1), 42–63.
14.
Varghese, K. (1992). “Automated access planning for large vehicles on an industrial construction site,” PhD dissertation, Univ. of Texas, Austin, Tex.
15.
Wen, J. (1993). “A design for computer aided critical lift planing software,” MS thesis, Univ. of Texas, Austin, Tex.
16.
Wolfhope, J. S. (1991). “Design of a computerized heavy lift planning system for construction,” MS thesis, Univ. of Texas, Austin, Tex.

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Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 122Issue 4December 1996
Pages: 354 - 362

History

Published online: Dec 1, 1996
Published in print: Dec 1996

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Authors

Affiliations

Kuo-Liang Lin, Student Member, ASCE
Res. Asst., Dept. of Civ. Engrg., 5.200 ECJ, Univ. of Texas, Austin, TX 78712.
Carl T. Haas, Member, ASCE
Assoc. Prof., Dept. of Civ. Engrg., 5.200 ECJ, Univ. of Texas, Austin, TX.

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