Technical Papers
Sep 26, 2011

Heuristic Approach for Optimum Cost and Layout Design of 3D Reinforced Concrete Frames

Publication: Journal of Structural Engineering
Volume 138, Issue 7

Abstract

This paper presents a new methodology for cost optimization of the preliminary layout design of three-dimensional (3D) reinforced concrete (RC) frames. This approach is capable of being easily employed for the optimal layout design of a realistic large RC structure that accounts for constraints imposed by design standards. The new approach considers modeling, structural analysis, concrete member design, and discrete optimization together with data on the cost of systems and materials. The methodology is comprised of two parts. First, using the cross-sectional action effects as design variables, a heuristic cost function is presented as an alternative to traditional cost functions for layout optimization of RC structures. Using the presented cost function, a structural optimization problem is formulated for column layout design of 3D RC frames. Then, an ant system algorithm, a discrete method, is proposed to solve the cost optimization problem. Two comparative design examples are included to demonstrate the performance of the new methodology and the excellent convergence of the ant colony optimization algorithm.

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References

American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete and commentary.” (ACI 318-08), ACI, Detroit.
Balling, R. J., and Yao, X. (1997). “Optimization of reinforced concrete frames.” J. Struct. Eng.JSENDH, 123(2), 193–202.
British Standards Institution (BSI). (1997). “Structural use of concrete. Part 1: code of practice for design and construction.” BS 8110, BSI, London.
Camp, C. V., Bichon, B. J., and Stovall, S. P. (2005). “Design of steel frames using ant colony optimization.” J. Struct. Eng.JSENDH, 131(3), 369–379.
Dorigo, M., and Stützle, T. (2004). Ant colony optimization, MIT, Cambridge, MA.
Goodchild, C. H. (1993). Cost model study, Cement & Concrete Association of Great Britain, London.
Kaveh, A., Hassani, B., Shojaee, S., and Tavakkoli, S. (2008). “Structural topology optimization using ant colony methodology.” Eng. Struct., 30(9), 2559–2565.ENSTDF
Kaveh, A., and Sharafi, P. (2008a). “Ant colony optimization for finding medians of weighted graphs.” Eng. Comput., 25(2), 102–120.ENGCE7
Kaveh, A., and Sharafi, P. (2008b). “Optimal priority functions for profile reduction using ant colony optimization.” Finite Elem. Anal. Des.FEADEU, 44(3), 131–138.
Kaveh, A., and Sharafi, P. (2009). “Nodal ordering for bandwidth reduction using ant system algorithm.” Eng. Comput., 26(3), 313–323.ENGCE7
Nimtawat, A., and Nanakorn, P. (2009). “Automated layout design of beam-slab floors using a genetic algorithm.” Comput. Struct., 87(21-22), 1308–1330.CMSTCJ
Nimtawat, A., and Nanakorn, P. (2010). “A genetic algorithm for beam-slab layout design of rectilinear floors.” Eng. Struct., 32(11), 3488–3500.ENSTDF
Sahab, M. G., Ashour, A. F., and Toropov, V. V. (2005a). “A hybrid genetic algorithm for reinforced concrete flat slab buildings.” Comput. Struct., 83(8-9), 551–559.CMSTCJ
Sahab, M. G., Ashour, A. F., and Toropov, V. V. (2005b). “Cost optimisation of reinforced concrete flat slab buildings.” Eng. Struct., 27(3), 313–322.ENSTDF
Sarma, K. C., and Adeli, H. (1998). “Cost optimization of concrete structures.” J. Struct. Eng.JSENDH, 124(5), 570–578.
Shaw, D., Miles, J., and Gray, A. (2008). “Determining the structural layout of orthogonal framed buildings.” Comput. Struct., 86(19-20), 1856–1864.CMSTCJ
Standards Association of Australia (SAA). (2009). “Concrete structures.” AS 3600-2009, SAA, Sydney, Australia.
Zhu, J. H., and Zhang, W. H. (2010). “Integrated layout design of supports and structures.” Comput. Methods Appl. Mech. Eng., 199(9-12), 557–569.CMMECC
Zou, X. K., Chan, C. M., Li, G., and Wang, Q. (2007). “Multiobjective optimization for performance-based design of reinforced concrete frames.” J. Struct. Eng.JSENDH, 133(10), 1462–1474.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 138Issue 7July 2012
Pages: 853 - 863

History

Received: Feb 20, 2011
Accepted: Sep 23, 2011
Published online: Sep 26, 2011
Published in print: Jul 1, 2012

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Authors

Affiliations

P. Sharafi
Ph.D. Candidate, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia.
Muhammad N. S. Hadi, M.ASCE [email protected]
Associate Professor, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia (corresponding author). E-mail: [email protected]
Lip H. Teh, A.M.ASCE
Senior Lecturer, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia.

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