Component-Oriented Decomposition for Collaborative Optimization in Reinforcement Concrete Bridge Design

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Abstract:

In order to implement the bi-level optimization strategy-collaborative optimization (CO) to bridge design, bridge optimization design process is subdivided into three subsystems in terms of component-oriented decomposition: superstructure subsystem, bearing subsystem and substructure subsystem. For system level, target function is formulated with the total direct construction cost, and inequality constraints induced relaxation factors are adopted to relax the intersubsystem consistency constraints. For subsystems, target functions are formulated with discrepancy expressions and constraints are formulated according to corresponding codes demands respectively. The feasibility and validity of the proposed approach are examined with an optimization process of reinforcement concrete box girder bridge. Optimization results from proposed approach are compared with that from mono-discipline optimization. The proposed approach shows high computing efficiency than mono-discipline optimization methods when achieving same optimization results.

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Advanced Materials Research (Volumes 374-377)

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2405-2410

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October 2011

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] M. Fragiadakis and M. Papadrakakis: Earthquake Engineering & Structural Dynamics, (2008), No.37, pp.825-844.

Google Scholar

[2] R. J. Balling: Journal of Structural Engineering, Vol. 123, (1997) No.2, pp.193-202.

Google Scholar

[3] R.J. Balling and D.L. Gale: Journal of Mechanical Design, Vol. 120, (1998), pp.32-39.

Google Scholar

[4] R.J. Balling and M.R. Rawlings: Structure Multidisciplinary Optimization, Vol. 20, (1999), pp.232-241.

Google Scholar

[5] P. Geyer: Advanced Engineering Informatics, Vol. 23, (2009), pp.12-31.

Google Scholar

[6] H.Y. Hang and D.Y. Wang: Journal of Vibration and Shock, Vol. 28, (2009), No.8, pp.113-116+167+203.

Google Scholar

[7] N.M. Alexandrov and R.M. Lewis: AIAA Journal 2002, 0001-1452, Vol. 40, (2002) No.2, pp.301-309.

Google Scholar

[8] General Code for Design of Highway Bridges (JTG D60-2004), Beijing: China Communications Press, 2007.

Google Scholar

[9] Code for design of highway reinforced concrete and prestressed concrete bridge and culverts ( JTG D62-2004), Beijing: China Communications Press, 2005.

Google Scholar

[10] Guidelines for seismic design of highway bridges (JTG/T B02-01-2008), Beijing: China Communications Press, 2008.

Google Scholar