Yield Surface Applied to Dynamic Elastoplastic Analysis of Frame Structures with Flexibility Method

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Abstract:

The yield surface of section axial force and bending moment (AFBM) is formulated by section assemblage concept. Based on flexibility method , a novel planar beam- column element is proposed using yield surface of section AFBM. Dynamic elastoplastic analysis is carried out on a planar steel frame. The results show that the accuracy of proposed model is close to fiber model, and hence it can be used for dynamic elastoplastic analysis of frame structures.

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Periodical:

Advanced Materials Research (Volumes 671-674)

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838-842

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March 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Nigam N C. Journal of Engineering Mechanics Division, 1970, 96: 687-709.

Google Scholar

[2] Morris G.A., and Fences S.J., Journal of Structure Division., ASEC, 96(5), 1970, pp.931-946.

Google Scholar

[3] Orbison J.G., McGuire,W. et al. Comput. Meths. Appl. Mech. Engrg., 1982 (33):, pp.557-573.

Google Scholar

[4] XingPing SHU, Pusheng Shen. Engineering Mechanics, 1993(4): 32-41 (in Chinese).

Google Scholar

[5] Qiang ZHOU, Xilin, LU. Journal of TongJi University. 2000, 28(4): 388-392(in Chinese).

Google Scholar

[6] Chan, S.L. and Chui, EET. (1997): Journal of Engineering Structure. 19(8), 628-636.

Google Scholar

[7] Spacone E, Filippou FC. Earthquake Engineering and Structural Dynamics 1996; 25: 711–725.

Google Scholar