Technical Papers
Mar 12, 2021

Experimental Investigation on the Seismic Behavior of a New Self-Centering Shear Wall with Additional Friction

Publication: Journal of Structural Engineering
Volume 147, Issue 5

Abstract

In this work, a new self-centering shear wall with disc spring devices (SCSW-DSD) was developed and experimentally verified. The proposed SCSW-DSD was a combination of a reinforced concrete (RC) wall and two disc spring devices (DSDs), and the DSD comprised both a self-centering device to provide restoring force and a friction energy dissipator to dissipate seismic energy. Two SCSW-DSD specimens with different additional friction forces were designed and fabricated, and four low reversed cyclic loading tests were conducted to investigate the effect of additional friction on the seismic behavior. The results reveal that the SCSW-DSD specimens exhibited stable self-centering and effective energy dissipation during all four tests, and the bearing capacity and energy dissipation increased with the increase of additional friction force. The residual drift ratios of the SCSW-DSD specimens were also reduced by installing the DSDs. In addition, the main parts of the RC wall remained elastic at a drift ratio of 3% after the first loading tests. Although cracks and local concrete crushing occurred at the bottom of the RC wall, these could be repaired, and the earthquake resilience requirements were still met after the second loadings.

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Data Availability Statement

All models and code generated or used during the study appear in the published article. All data generated or used during the study are available from the corresponding author by request [test data used in Figs. (916) and (18)].

Acknowledgments

The writers gratefully acknowledge the partial support of this research by the National Natural Science Foundation of China under Grant No. 51578058 and the Beijing Natural Science Foundation of China under Grant No. 8172038.

References

Blebo, F. C., and D. A. Roke. 2015. “Seismic-resistant self-centering rocking core system.” Eng. Struct. 101 (Oct): 193–204. https://doi.org/10.1016/j.engstruct.2015.07.016.
China Standards Press. 2005. Disc spring. GB/T 1972-2005. Beijing: China Standards Press.
Dabaghi, M., G. Saad, and N. Allhassania. 2019. “Seismic collapse fragility analysis of reinforced concrete shear wall buildings.” Earthquake Spectra 35 (1): 383–404. https://doi.org/10.1193/121717EQS259M.
Gogus, A., and J. W. Wallace. 2015. “Seismic safety evaluation of reinforced concrete walls through FEMA P695 methodology.” J. Struct. Eng. 141 (10): 04015002. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001221.
Guo, T., Z. K. Xu, L. L. Song, L. Wang, and Z. Q. Zhang. 2017. “Seismic resilience upgrade of RC frame building using self-centering concrete walls with distributed friction devices.” J. Struct. Eng. 143 (12): 04017160. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001901.
Jun, D. H., H. G. Kang, H. W. Cho, and C. W. Lee. 1998. “Evaluation of lateral load resistance capacity of a high-rise shear wall apartment based on elasto-plastic analysis.” J. Earthquake Eng. Society Korea 12 (4): 31–40.
Khanmohammadi, M., and S. Heydari. 2015. “Seismic behavior improvement of reinforced concrete shear wall buildings using multiple rocking systems.” Eng. Struct. 100 (Oct): 577–589. https://doi.org/10.1016/j.engstruct.2015.06.043.
Li, Z., M. J. He, and K. L. Wang. 2018. “Hysteretic performance of self-centering glulam beam-to-column connections.” J. Struct. Eng. 144 (5): 04018031. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002012.
McCormick, J., H. Aburano, M. Ikenaga, and M. Nakashima. 2008 “Permissible residual deformation levels for building structures considering both safety and human elements.” In Proc., 14th World Conf. on Earthquake Engineering. Beijing: Earthquake Engineering Research Institute.
National Research Council. 2011. National earthquake resilience: research, implementation, and outreach, 19–34. Washington, DC: National Academies Press.
Nazari, M., S. Sritharan, and S. Aaleti. 2017. “Single precast concrete rocking walls as earthquake force-resisting elements.” Earthquake Eng. Struct. Dyn. 46 (5): 753–769. https://doi.org/10.1002/eqe.2829.
NIED and NEES (National Research Institute for Earth Science and Disaster Prevention and Network for Earthquake Engineering Simulation) Consortium. 2010. Report of the seventh joint planning meeting of NEES/E: Defense collaborative research on earthquake engineering. PEER 2010/109. Berkeley, CA: Univ. of California.
Park, R. 1988. “State-of-the art report: Ductility evaluation from laboratory and analytical testing.” In Proc., Ninth World Conf. on Earthquake Engineering, 605–616. Tokyo: International Association for Earthquake Engineering.
Rahman, M. A., and S. Sritharan. 2006. “An evaluation of force-based design vs. direct displacement-based design of jointed precast post-tensioned wall systems.” Earthquake Eng. Eng. Vibr. 5 (2): 285–296. https://doi.org/10.1007/s11803-006-0620-3.
Restrepo, J. I., and A. Rahman. 2007. “Seismic performance of self-centering structural walls incorporating energy dissipators.” J. Struct. Eng. 133 (11): 1560–1570. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:11(1560).
Sarti, F., A. Palermo, and S. Pampanin. 2016. “Development and testing of an alternative dissipative posttensioned rocking timber wall with boundary columns.” J. Struct. Eng. 142 (4): E4015011. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001390.
Sritharan, S., S. Aaleti, R. S. Henry, K. Y. Liu, and K. C. Tsai. 2015. “Precast concrete wall with end columns (PreWEC) for earthquake resistant design.” Earthquake Eng. Struct. Dyn. 44 (12): 2075–2092. https://doi.org/10.1002/eqe.2576.
Steele, T. C., and L. D. A. Wiebe. 2017. “Collapse risk of controlled rocking steel braced frames with different post-tensioning and energy dissipation designs.” Earthquake Eng. Struct. Dyn. 46 (13): 2063–2082. https://doi.org/10.1002/eqe.2892.
Twigden, K. M., S. Sritharan, and R. S. Henry. 2017. “Cyclic testing of unbonded post-tensioned concrete wall systems with and without supplemental damping.” Eng. Struct. 140 (Jun): 406–420. https://doi.org/10.1016/j.engstruct.2017.02.008.
Xiao, S. J., L. H. Xu, and Z. X. Li. 2020. “Development and experimental verification of self-centering shear walls with disc spring devices.” Eng. Struct. 213 (Jun): 110622. https://doi.org/10.1016/j.engstruct.2020.110622.
Xu, L. H., X. W. Fan, and Z. X. Li. 2016. “Development and experimental verification of a pre-pressed spring self-centering energy dissipation brace.” Eng. Struct. 127 (Nov): 49–61. https://doi.org/10.1016/j.engstruct.2016.08.043.
Xu, L. H., S. J. Xiao, and Z. X. Li. 2018. “Hysteretic behavior and parametric studies of a self-centering RC wall with disc spring devices.” Soil Dyn. Earthquake Eng. 115 (Dec): 476–488. https://doi.org/10.1016/j.soildyn.2018.09.017.
Yuksel, S. B., and E. Kalkan. 2008. “Failure mechanism of shear-wall dominant multi-story buildings.” In Proc., 4th Int. Conf. on High Performance Structures and Materials. London: WIT Press. https://doi.org/10.2495/HPSM080351.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 147Issue 5May 2021

History

Received: Jun 6, 2019
Accepted: Jan 25, 2021
Published online: Mar 12, 2021
Published in print: May 1, 2021
Discussion open until: Aug 12, 2021

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Authors

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Professor, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, China (corresponding author). ORCID: https://orcid.org/0000-0001-9200-4954. Email: [email protected]
Ph.D. Candidate, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, China. ORCID: https://orcid.org/0000-0002-2428-8323
Professor, Key Laboratory of Coast Civil Structure Safety of China Ministry of Education, Tianjin Univ., Tianjin 300072, China. ORCID: https://orcid.org/0000-0001-6156-8415

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