Optimal Design of SRC Transfer Beam of High-Rise Building

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Abstract:

Combined with a design of steel reinforced concrete (SRC) transfer beam in a tall building, and by analyzing interaction between transfer-beam and shear wall by the finite element method, the optimal model is set up. It is to minimize the total cost subjected to constraint of bearing capacity etc. By proper optimal method, the model of SRC transfer beam is optimized. The results show that the beam size achieves a fair division subjected to the condition of strength, structure etc. Meanwhile, actual design software indicates that the optimized data meet the design.

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1884-1887

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October 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] S. Liang, Y. Jiang, H. Ma, M. Liu, Experimental study on force behavior of steel reinforced concrete transfer beam structure with basement of large space, J. Southeast University, 14 (1998) 65-70.

Google Scholar

[2] Y. Li, J. Shen, T. Qiu, Aseismic behaviors of transferring joints for steel reinforced concrete beam, J. Zhejiang University, 40 (2006) 96-102.

Google Scholar

[3] Y. Lou, D. Ding, L. Wei, Selection of finite element model in the analysis of beam transfer story, Engineering Mechanics, 14 ( 1997) 23-27.

Google Scholar

[4] C. Xu, Finite element analysis for internal force of excentral transfer beams, J. Building Structure, 33 (2003) 40-42.

Google Scholar