Experimental Study of Hysteretic Steel Damper for Energy Dissipation Capacity

Teruna, Daniel R.; Majid, Taksiah A.; Budiono, Bambang

doi:https://doi.org/10.1155/2015/631726

Advances in Civil Engineering

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Research Article | Open Access

Volume 2015 | Article ID 631726 | https://doi.org/10.1155/2015/631726

Experimental Study of Hysteretic Steel Damper for Energy Dissipation Capacity

Daniel R. Teruna,¹Taksiah A. Majid,²and Bambang Budiono³

Academic Editor: Andreas Kappos

Received08 Nov 2014

Accepted02 Jan 2015

Published03 Feb 2015

Abstract

This study aims to evaluate energy absorption capacity of hysteretic steel damper for earthquake protection of structures. These types of steel dampers are fabricated from mild steel plate with different geometrical shapes on the side part, namely, straight, concave, and convex shapes. The performance of the proposed device was verified experimentally by a series of tests under increasing in-plane cyclic load. The overall test results indicated that the proposed steel dampers have similar hysteretic curves, but the specimen with convex-shaped side not only showed stable hysteretic behavior but also showed excellent energy dissipation capabilities and ductility factor. Furthermore, the load-deformation relation of these steel dampers can be decomposed into three parts, namely, skeleton curve, Bauschinger part, and elastic unloading part. The skeleton curve is commonly used to obtain the main parameters, which describe the behavior of steel damper, namely, yield strength, elastic stiffness, and postyield stiffness ratio. Moreover, the effective stiffness, effective damping ratio, cumulative plastic strain energy, and cumulative ductility factor were also derived from the results. Finally, an approximation trilinear hysteretic model was developed based on skeleton curve obtained from experimental results.

References

G. F. Dargush and T. T. Soong, “Behavior of metallic plate dampers in seismic passive energy dissipation systems,” Earthquake Spectra, vol. 11, no. 4, pp. 545–568, 1995.
View at: Publisher Site | Google Scholar
T. T. Soong and B. F. Spencer Jr., “Supplemental energy dissipation: state-of-the-art and state-of-the-practice,” Engineering Structures, vol. 24, no. 3, pp. 243–259, 2002.
View at: Publisher Site | Google Scholar
A. Wada, Y. H. Huang, and M. Iwata, “Passive damping technology for buildings in Japan,” Progress in Structural Engineering and Materials, vol. 2, pp. 335–350, 2000.
View at: Publisher Site | Google Scholar
H. Kamura, K. Nanba, K. Oki, and T. Funaba, “Seismic response control for high-rise buildings using energy-dissipation devices,” JFE Technical Report 14, 2009.
View at: Google Scholar
M. D. Symans, F. A. Charney, A. S. Whittaker et al., “Energy dissipation systems for seismic applications: current practice and recent developments,” Journal of Structural Engineering, vol. 134, no. 1, pp. 3–21, 2008.
View at: Publisher Site | Google Scholar
K. Miyamoto, A. Gilani, L. Determan, and R. Hanson, “Design of an essential facilities with steel moment frame and viscous damper using NEHRP procedure,” in Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, Canada, 2004.
View at: Google Scholar
D. M. Aniello, C. G. Della, and F. M. Mazzolani, “‘All-steel’ buckling restrained braces for seismic upgrading of existing reinforced buildings,” in Proceedings of the 6th International Conference on Behavior of Steel Structures in Seismic Areas (STESSA '09), Philadelphia, Pa, USA, 2009.
View at: Google Scholar
K. C. Chang, J. S. Hwang, and S. N. Lee, “Status of application of passive control technologies in Taiwan,” in Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, Canada, 2004.
View at: Google Scholar
Q. Xie, “State of the art of buckling-restrained braces in Asia,” Journal of Constructional Steel Research, vol. 61, no. 6, pp. 727–748, 2005.
View at: Publisher Site | Google Scholar
A. S. Whittaker, V. V. Bertero, J. L. Alonso, and C. L. Thompson, “Earthquake simulator testing of steel plate added damping and stiffness elements,” Report UCB/EERC-89/02, University of California, Berkeley, Calif, USA, 1989.
View at: Google Scholar
A. S. Whittaker, V. V. Bertero, C. L. Thompson, and L. J. Alonso, “Seismic testing of steel plate energy dissipation devices,” Earthquake Spectra, vol. 7, no. 4, pp. 563–604, 1991.
View at: Publisher Site | Google Scholar
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, vol. 9, no. 3, pp. 505–528, 1993.
View at: Publisher Site | Google Scholar
M. D. Bergman and C. S. Goel, “Evaluation of cyclic testing of steel plate devices for added damping and stiffness,” Report UMCE 87-10, 1987.
View at: Google Scholar
T. Kobori, Y. Miura, E. Fukusawa et al., “Development and application of hysteresis steel dampers,” in Proceedings of the 10th World Conference on Earthquake Engineering, pp. 2341–2346, 1992.
View at: Google Scholar
M. Nakashima, “Strain-hardening behavior of shear panels made of low-yield steel. I: test,” Journal of structural Engineering, vol. 121, no. 12, pp. 1742–1749, 1995.
View at: Publisher Site | Google Scholar
D. Foti, M. Diaferio, and R. Nobile, “Optimal design of a new seismic passive protection device made in aluminium and steel,” Structural Engineering and Mechanics, vol. 35, no. 1, pp. 119–122, 2010.
View at: Publisher Site | Google Scholar
M.-H. Shih, W.-P. Sung, and C.-G. Go, “Investigation of newly developed added damping and stiffness device with low yield strength steel,” Journal of Zhejiang University Science, vol. 5, no. 3, pp. 326–334, 2004.
View at: Publisher Site | Google Scholar
M.-H. Shih and W.-P. Sung, “A model for hysteretic behavior of rhombic low yield strength steel added damping and stiffness,” Computers and Structures, vol. 83, no. 12-13, pp. 895–908, 2005.
View at: Publisher Site | Google Scholar
G. Li and H. Li, “Earthquake-resistant design of RC frame with ‘dual functions’ metallic dampers,” in Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China, 2008.
View at: Google Scholar
H. M. Lee, H. S. Oh, C. Huh, S. Y. Oh, H. M. Yoon, and S. T. Moon, “Ultimate energy absorption capacity of steel plate slit dampers subjected to shear force,” Steel Structures, vol. 2, pp. 71–79, 2002.
View at: Google Scholar
S. H. Oh, Y. J. Kim, and H. S. Ryu, “Seismic performance of steel structures with slit dampers,” Engineering Structures, vol. 31, no. 9, pp. 1997–2008, 2009.
View at: Publisher Site | Google Scholar
R. W. K. Chan and F. Albermani, “Experimental study of steel slit damper for passive energy dissipation,” Engineering Structures, vol. 30, no. 4, pp. 1058–1066, 2008.
View at: Publisher Site | Google Scholar
M. Iwata, “Application design of buckling restrained braces in Japan,” in Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, Canada, 2004.
View at: Google Scholar
M. Iwata and M. Murai, “Buckling-restrained brace using steel mortar planks; performance evaluation as a hysteretic damper,” Earthquake Engineering and Structural Dynamics, vol. 35, no. 14, pp. 1807–1826, 2006.
View at: Publisher Site | Google Scholar
A. Benavent-Climent, “A brace-type seismic damper based on yielding the walls of hollow structural sections,” Engineering Structures, vol. 32, no. 4, pp. 1113–1122, 2010.
View at: Publisher Site | Google Scholar
D. Y. Abebe, J. W. Kim, and J. H. Choi, “Hysteresis characteristic of circular pipe steel damper using LYP 225,” in Proceedings of the Steel Innovation Conference, Christchurch, New Zealand, 2013.
View at: Google Scholar
Y. Jiao, Y. Shimada, S. Kishiki, and S. Yamada, “Study of energy dissipation capacity of steel beams under cyclic loading,” in Proceedings of the 6th International Conference on Behavior of Steel Structures in Seismic Areas (STESSA '09), Philadelphia, Pa, USA, 2009.
View at: Google Scholar
S. Yamada, M. Yamaguchi, T. Takeuchi, and A. Wada, “Hysteresis model of steel material for the bucklingrestrained brace considering the strain rate dependency,” in Proceedings of the 13th World Conference on Earthquake Engineering (WCEE '04), Vancouver, Canada, August 2004.
View at: Google Scholar
Y. J. Park and A. H. S. Ang, “Mechanistic seismic damage model for reinforced concrete,” Journal of Structural Engineering, vol. 111, no. 4, pp. 722–739, 1985.
View at: Publisher Site | Google Scholar
A. Benavent-Climent, “An energy-based damage model for seismic response of steel structures,” Earthquake Engineering and Structural Dynamics, vol. 36, no. 8, pp. 1049–1064, 2007.
View at: Publisher Site | Google Scholar
A. K. Chopra, Dynamics of Structures: Theory and Applications to Earthquake Engineering, Pearson—Prentice Hall, 3rd edition, 1995.
C. Xia and R. D. Hanson, “Influence of ADAS element parameters on building seismic response,” Journal of Structural Engineering (ASCE), vol. 118, no. 7, pp. 1903–1918, 1992.
View at: Publisher Site | Google Scholar
J. C. De la Llera, C. Esguerra, and J. L. Almazán, “Earthquake behavior of structures with copper energy dissipators,” Earthquake Engineering and Structural Dynamics, vol. 33, no. 3, pp. 329–358, 2004.
View at: Publisher Site | Google Scholar

Copyright

Copyright © 2015 Daniel R. Teruna et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

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