Abstract
This paper presents a novel cylindrical steel slit damper, named the CSSD, designed for passive energy dissipation. The CSSD consists of a steel cylinder with multiple axial slit cuts to form strips, which dissipates energy by flexural yielding under the torsional deformation of the cylinder. In this study, we derived formulas to evaluate the initial torsional stiffness and torsional yield strength of the device. We then conducted cyclic loading tests on three specimens to verify the device's performance, and found that all specimens exhibited stable hysteretic behavior. The relationships between torque moment and torsional angle for the three specimens were discussed. The torsional stiffness and yield strength showed good consistency with the theoretical prediction. Results of this study indicate that the stiffness and strength of the CSSD can be easily modified or scaled up to meet actual structural requirements.
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References
Kang JD, Tagawa H (2013) Seismic performance of steel structures with seesaw energy dissipation system using fluid viscous dampers. Eng Struct 56:431–442
Tagawa H, Gao J (2012) Evaluation of vibration control system with U-dampers based on quasi-linear motion mechanism. J Constr Steel Res 70:213–225
Alehashem SMS, Keyhani A, Pourmohammad H (2008) Behavior and performance of structures equipped with ADAS&TADAS dampers (a comparison with conventional structures). In: 14th world conference on earthquake engineering, Beijing, China
Mateus JAS, Tagawa H, Chen XC (2019) Buckling-restrained brace using round steel bar cores restrained by inner round steel tubes and outer square steel tube. Eng Struct 197:109379
Lee M, Lee J, Kim J (2017) Seismic retrofit of structures using steel honeycomb dampers. Int J Steel Struct 17(1):215–229
Tagawa H, Yamanishi T, Takaki A, Chan RWK (2016) Cyclic behavior of seesaw energy dissipation system with steel slit dampers. J Construct Steel Res 117:24–34
Chan RWK, Albermani F (2008) Experimental study of steel slit damper for passive energy dissipation. Eng Struct 30:1058–1066
Ghabraie K, Chan RWK, Huang XD, Xie YM (2010) Shape optimization of metallic yielding devices for passive mitigation of seismic energy. Eng Struct 32:2258–2267
Teruna DR, Majid TA, Budiono B (2015) Experimental study of hysteretic steel damper for energy dissipation capacity. Adv Civil Eng 2015:631726
Lee J, Kim J (2017) Development of box-shaped steel slit dampers for seismic retrofit of building structures. Eng Struct 150:934–946
Amiri HA, Najafabadi EP, Estekanchi HE (2018) Experimental and analytical study of block slit damper. J Constr Steel Res 141:167–178
NourEldin M, Naeem A, Kim J (2019) Life-cycle cost evaluation of steel structures retrofitted with steel slit damper and shape memory alloy–based hybrid damper. Adv Struct Eng 22(1):3–16
Naeem A, Kim J (2019) Seismic performance evaluation of a multi-slit damper. Eng Struct 189:332–346
Oh SH, Park HY (2022) Experimental study on seismic performance of steel slit damper under additional tensile load. J Build Eng 50:104110
Benavent-Climent A (2010) A brace-type seismic damper based on yielding the walls of hollow structural sections. Eng Struct 32:1113–1122
Oh SH, Kim YJ, Ryu HS (2009) Seismic performance of steel structure with slit dampers. Eng Struct 31:1997–2008
Acknowledgements
This work was supported by JST SPRING, Grant Number JPMJSP2132.
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© 2024 The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.
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Feng, S., Tagawa, H., Chen, X. (2024). Experimental Study of Cylindrical Steel Slit Damper for Passive Energy Dissipation. In: Casini, M. (eds) Proceedings of the 3rd International Civil Engineering and Architecture Conference. CEAC 2023. Lecture Notes in Civil Engineering, vol 389. Springer, Singapore. https://doi.org/10.1007/978-981-99-6368-3_31
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DOI: https://doi.org/10.1007/978-981-99-6368-3_31
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