A Displacement-Based Optimal Design Method of RC Frames Subjected to Minor Earthquakes

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Abstract:

A displacement-based optimization design method of RC structure was proposed by combining direct displacement-based design method with nonlinear programming technique. To avert the influence of target displacement, the stationary constraint displacement was presented, and the target displacement can be updated during the optimal design process. Principle of virtual work and Gaussian integral method was employed to simplify the explicit relationship between horizontal displacement and the section dimension. Comparison analysis of the local optimal results corresponding to different displacement shapes was conducted to achieve global optimal design. The numerical tests presented demonstrate the computational advantages of the discussed methods and suggesting that the proposed method is a reliably and efficiently tool for displacement-based optimal design.

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Advanced Materials Research (Volumes 594-597)

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795-799

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November 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Priestley M J N, Kowalsky M J. "Direct Displacement-Based Seismic Design of Concrete Buildings" Bulletin of the New Zealand National Society for Earthquake Engineering. Vol. 33 (2000) No.4, p.421.

DOI: 10.5459/bnzsee.33.4.421-444

Google Scholar

[2] Boulaouad A, Amour A. "A Displacement-Based Seismic Design for Reinforced Concrete Structures" KSCE Journal of Civil Engineering. Vol.15 (2011) No.3, p.507.

DOI: 10.1007/s12205-011-1009-z

Google Scholar

[3] Xue Q, Wu C. "Preliminary Detailing for Displacement-Based Seismic Design of Buildings" Engineering Structures. Vol.28 (2006) No.3. p.431.

DOI: 10.1016/j.engstruct.2005.08.015

Google Scholar

[4] Wenbin Luo,Jiaru Qian. "Displacement-Based Seismic Design for RC Frames" China Civil Engineering Journal. Vol. 36 (2003) No.5, p.22. (In Chinese).

Google Scholar

[5] Xingwen Liang,Yajie Huang,Qiwei Yang. "Displacement-Based Seismic Design Method of RC Frames" China Civil Engineering Journal. Vol.38 (2005) No.9, p.53. (In Chinese).

Google Scholar

[6] Zou X K, Chan C M, Li G, et al. "Multiobjective Optimization for Performance-Based Design of Reinforced Concrete Frames" Journal of Structural Engineering-Asce.Vol.133 (2007) No.10, p.1462.

DOI: 10.1061/(asce)0733-9445(2007)133:10(1462)

Google Scholar

[7] Moharrami H, Grierson D E. "Computer-Automated Design of Reinforced Concrete Frameworks" Journal of Structural Engineering Struct. Vol. 119 (1993) No.7, p.2036.

DOI: 10.1061/(asce)0733-9445(1993)119:7(2036)

Google Scholar

[8] Lagaros N D, Garavelas A T, Papadrakakis M. "Innovative Seismic Design Optimization with Reliability Constraints" Computer Methods in Applied Mechanics and Engineering. Vol. 198 (2008) No.1, p.28.

DOI: 10.1016/j.cma.2007.12.025

Google Scholar

[9] Medhekar M S, Kennedy D J L. "Displacement-Based Seismic Design of Buildings-Theory" Engineering Structures. Vol.22 (2000) No.3, p.201.

DOI: 10.1016/s0141-0296(98)00092-3

Google Scholar

[10] Moehle J P. "Displacement-Based Design of RC Structures Subjected to Earthquakes" Earthquake SpectraEarthquake Spectra. Vol.8 (1992) No.3, p.403.

DOI: 10.1193/1.1585688

Google Scholar

[11] Zou X K, Chan C. "An Optimal Resizing Technique for Seismic Drift Design of Concrete Buildings Subjected to Response Spectrum and Time History Loadings" Computers and Structures. Vol. 83(2005), p.1689.

DOI: 10.1016/j.compstruc.2004.10.002

Google Scholar