Probing into Study on Relevant Factors of BRBs’ Ultimate Bearing Capacity

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Abstract:

This paper presents a suitable solution of studying methods on BRBs’ critical load with finite element software.The effects of the relevant factors on the BRBs’ ultimate bearing capacity are investigated, and some practical suggestions for the design and production are provided.

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Periodical:

Advanced Materials Research (Volumes 243-249)

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130-134

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May 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Shuhaibar, C., Lopez, W.A., and Sabelli,R.(2002). Buckling-restrained braced frames. Proceedings, ATC-17-2, Seminar on Response Modification Technologies for Performance-Based Seismic Design, ATC and MCEER, 321-328.

Google Scholar

[2] Reina. P. and Normile. D. (1997).Fully braced for seismic survival. Engineering News Record. July 21, 34-36.

Google Scholar

[3] Wada. A., Connor. J., Kawai. H., Iwata. M. and Watanabe, A.(1992). Damage tolerant structures, Proceedings, 5th U.S. Japan Workshop on the Improvement of Structural Design and Construction Practices,ATC15-4, Applied Technology Council San Diego, CA, 27-39.

Google Scholar

[4] Wakabayashi, M.,Nakamura,T., Kashibara, A., Morizono. T. and Yokoyama. H. (1973). Experimental study of elasto-plastic properties of precast concrete wall panels with built-in in insulating braces, Summaries of Technical Papers of Annual Mecting, Architectural Institute of Japan, 1041-1044.

Google Scholar

[5] Clark.P., Aiken.I. "Design procedures for buildings incorporating hysteretic damping devices". Proceedings. 69th Annual Convention, SEAOC, Sacramento, CA,(1999)

Google Scholar

[6] Clark.P., Frank.K., Krawinkler.H., and Shwa.R., (1997). Protocol for fabrication, inspection, testing and documentation of beam-column connection tests and other experimental specimens. Report No. SAC/BD-97/02, SAC Joint Venture, Sacramento, CA.

Google Scholar

[7] Jin Linfei. Experiment study and theoretical analysis of buckling-restrained brace. Beijing: China Academy of Building Research, 2008.6 (in Chinese)

Google Scholar

[8] Wang Xinmin. ANSYS numerical analysis of engineering structures. Beijing: China Communications Press, 2007.10(in Chinese)

Google Scholar

[9] Watanabe,A, Y hitomi,E.Saeki, A. Wada, and M. Fujimoto. Properties of Brace Encased in Buckling-Restraining Concrete and Steel Tube. Proceedings of Ninth World Conference on Earthquake Engineering, August, Tokyo-Kyoto, Japan, 1988.

Google Scholar

[10] Chen Ji. Stability of steel structures theory and design. Beijing: Science Press, 2008.07 (in Chinese)

Google Scholar