Numerical Models of Hysteretic Steel Damper with a Hollow Diamond Shape for Energy Dissipation

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Numerical studies were conducted to evaluate the behaviour of a hollow diamond shaped hysteretic steel plate damper under in-plane cyclic loading. The combine hardening material model based on Chaboche kinematic hardening rule and exponential isotropic hardening rule was proposed to trace the cyclic hardening behaviour of the steel damper. For engineering design purposes, simplified models based on bilinear and trilinear models were also presented. Numerical results showed that hysteretic curve obtained from Chaboche model and the simplified models correlate well with experimental results. Furthermore, the validity of the simplified models is verified through a comparison of its hysteretic energy dissipation with the actual test data.

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243-248

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October 2015

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] ABAQUS 2004. Standard/User's Manual, Version 9. 1., Inc. USA.

Google Scholar

[2] D.Y. Abebe, J.W. Kim and J.H. Choi, Hysteresis characteristic of circular pipe steel damper using LYP 225, Steel innovation conference, Christchurch, New Zealand, (2013).

Google Scholar

[3] M.D. Bergman and C.S. Goel, Evaluation of Cyclic Testing of Steel Plate Devices For Added Damping and Stiffness, Report UMCE, (1987) 87-10.

Google Scholar

[4] Benavent Climent A, A Braced type seismic damper based on yielding the wall of hollow structural section, Earthquake Engineering and Structural Dynamic, 32 (2010) 1113-1122.

DOI: 10.1016/j.engstruct.2009.12.037

Google Scholar

[5] R.W.K. Chan and F. Albermani, Experimental Study of Steel Slit Damper for Passive Energy Dissipation. Engineering Structures, 30 (2008) 1058-1066.

DOI: 10.1016/j.engstruct.2007.07.005

Google Scholar

[6] M. Iwata and M. Murai, Buckling restrained brace using steel mortar planks; performance evaluation as a hysteretic damper, Earthquake Engineering and Structural Dynamic, 35 (2006) 1807-1826.

DOI: 10.1002/eqe.608

Google Scholar

[7] T. Kobori, Y. Miura, E. Fukusawa, T. Yamada, T. Arita, Y. Takenaka, N. Miyagawa, N. Tanaka and T. Fukumoto, Development and application of hysteresis steel dampers, The 10th World Conference on Earthquake Engineering, (2002) 2341–2346.

Google Scholar

[8] G. Li and H.N. Li, Earthquake-Resistant Design of RC. Frame with Dual Functions Metallic Dampers, The 14th World Conference on Earthquake Engineering, Beijing, China, (2008).

DOI: 10.1115/pvp2007-26450

Google Scholar

[9] M. Nakashima, Strain hardening behaviour shear panel made of low yield steel. I: Test, Journal of structural Engineering, 121(12) (1995) 1742-1749.

DOI: 10.1061/(asce)0733-9445(1995)121:12(1742)

Google Scholar

[10] M.H. Shih and W.P. Sung, A model for Hysteresis Behaviour of Rhombic Low Yield Strength Steel Added Damping and Stiffness, Computer and Structures, 83 (2005) 895-908.

DOI: 10.1016/j.compstruc.2004.11.012

Google Scholar

[11] D.R. Teruna, T.A. Majid, and B. Budiono, Experimental Study of hysteretic steel damper for energy dissipation capacity, Advance in Civil Engineering, http: /dx. doi. org/10. 155/2015/631726, (2015).

DOI: 10.1155/2015/631726

Google Scholar

[12] K.C. Tsai, H.W. Chen, C.P. Hong, and Y.F. Su, Design of steel triangular plate energy absorbers for seismic-resistant construction, Earthquake Spectra, 9(3) (1993) 505–528.

DOI: 10.1193/1.1585727

Google Scholar

[13] L.Y. Xu, J.G. Nie, and J.S. Fan, Experiment Investigation and Numerical analysis on the low-yield point steel shear panel dampers, Computing in Civil and Building Engineering ASCE, (2014) 1262-1269.

DOI: 10.1061/9780784413616.157

Google Scholar