Abstract
Precise seismic controlling of the frictional sliding damper is hard under different earthquake intensities. Therefore, a new concept of the mandrel-beam-frictional sliding damper is proposed. It consists of a frictional sliding damper and several metallic yielding beams. Although they differ in the kinematics to consume seismic energy, they could contribute to hybrid energy dissipation through an intermediate mandrel. The sliding force and the yielding load will control the maximal resistance of a frictional damper combining a metallic damper systematically. This study mainly focuses on the design, analysis and application of the integrated damping devices. Hysteretic curves, stiffness equations and numerical algorithms are presented in detail. Three design parameters of the metallic damper, including the quantity, length and thickness of the steel beams, as well as the coefficient of the frictional damper are discussed. Mandrel-beam-frictional sliding damper is applied to a reinforced concrete frame structure, and the seismic performance is evaluated by transient analysis. Optimal design parameters are derived from the energy dissipation ratio. Results indicate that mandrel-beam-frictional sliding damper can dissipate seismic energy efficiently, which will minimize the dynamic responses of the main structure. Low-cost, manufacturing easy and high earthquake energy dissipation will support it to be a new type of hybrid damping device.
This is a preview of subscription content, log in via an institution to check access.
Similar content being viewed by others
References
Aliakbari F, Garivani S, Aghakouchakb AA (2019) An energy based method for seismic design of frame structures equipped with metallic yielding dampers considering uniform inter-story drift concept. Engineering Structures 205:110–114, DOI: https://doi.org/10.1016/j.engstruct.2019.110114
Askariani SS, Garivani S (2020) Introducing and numerical study of a new brace-type slit damper. Structures 27:702–717, DOI: https://doi.org/10.1016/j.istruc.2020.06.019
Bagheri S, Barghian M, Saieri F, Saieri F, Farzinfar A (2015) U-shaped metallic-yielding damper in building structures: Seismic behavior and comparison with a frictional sliding damper. Structures 3:163–171, DOI:https://doi.org/10.1016/j.istruc.2015.04.003
Barzegar V, Laflamme S, Downey A, Li M, Hu C (2020) Numerical evaluation of a novel passive variable frictional sliding damper for vibration mitigation. Engineering Structures 220:110920, DOI:https://doi.org/10.1016/j.engstruct.2020.110920
Benavent-Climent A (2010) A brace-type seismic damper based on yielding the walls of hollow structural sections. Engineering Structures 32(4):1113–1122, DOI: https://doi.org/10.1016/j.engstruct.2009.12.037
Benavent-Climent A, Morillas L, Vico JM (2011) A study on using wide-flange section web under out-of-plane flexure for passive energy dissipation. Earthquake Engineering & Structural Dynamics 40(5): 473–490, DOI:https://doi.org/10.1002/eqe.1031
Cheraghi A, Zahrai SM (2016) Innovative multi-level control with concentric pipes along brace to reduce seismic response of steel frames. Journal of Constructional Steel Research 127:120–135, DOI: https://doi.org/10.1016/j.jcsr.2016.07.024
Cortés Q Liu J (2011) Experimental evaluation of steel slit panel-frames for seismic resistance. Journal of Constructional Steel Research 67(2): 181–191, DOI: https://doi.org/10.1016/j.jcsr.2010.08.002
Dai H, Liu Z, Wang W (2012) Structural passive control on electromagnetic friction energy dissipation device. Thin-Walled Structures 58:1–8, DOI: https://doi.org/10.1016/j.tws.2012.03.017
FEMA (2007) Interim protocols for determining seismic performance characteristics of structural and nonstructural components through laboratory testing. FEMA 461 Draft document, Federal Emergency Management Agency
GB 50011-2010 (2016) Code for seismic design of buildings. GB 50011-2010, China Architecture & Building Press, Beijing, China (in Chinese)
Hwang SJ (2002) Seismic design of structures with viscous dampers. International Training Programs for Seismic Design of Building Structures, National Science Council, Taipei, Taiwan
Ibrahim YE, Marshall J, Charney FA (2007) A visco-plastic device for seismic protection of structures. Journal of Constructional Steel Research 63(11):1515–1528, DOI: https://doi.org/10.1016/j.jcsr.2007.01.007
Javanmardi A, Ibrahim Z, Ghaedi K, Ghadim HB, Hanif MU (2020) State-of-the-art review of metallic dampers: Testing, development and implementation. Archives of Computational Methods in Engineering 27:455–478, DOI: https://doi.org/10.1007/s11831-019-09329-9
Karadelis JN, Omair M (2001) Elasto-plastic analysis with large deformation effects of a T-end plate connection to square hollow section. Finite Elements in Analysis & Design 38(1):65–77, DOI: https://doi.org/10.1016/S0168-874X(01)00047-6
Karavasilis TL, Sause R Ricles JM (2012) Seismic design and evaluation of steel moment-resisting frames with compressed elastomer dampers. Earthquake Engineering & Structural Dynamics 41(3):411–429, DOI: https://doi.org/10.1002/eqe.1136
Kelly JM, Skinner RI, Heine AJ (1972) Mechanics of energy absorption in special devices for use in earthquake resistant structures. Bulletin of the New Zealand Society for Earthquake Engineering 5(3):63–88
Lee J, Kang H, Kim J (2017) Seismic performance of steel plate slit-friction hybrid dampers. Journal of Constructional Steel Research 136:128–139, DOI: https://doi.org/10.1016/j.jcsr.2017.05.005
Lee CH, Kim J, Kim DH, Jaeho R, Young KJ (2016) Numerical and experimental analysis of combined behavior of shear-type frictional sliding damper and non-uniform strip damper for multi-level seismic protection. Engineering Structures 114:75–92, DOI: https://doi.org/10.1016/j.engstruct.2016.02.007
Li GQ, Hu BL (2007) Establishing of hysteresis curve model and stiffness formula for buckling-restrained brace. Journal of Earthquake Engineering & Engineering Vibration 27(2):26–31, DOI: https://doi.org/10.3969/j.issn.1000-1301.2007.02.004 (in Chinese)
Li G, Li H (2013) Experimental study and application of metallic yielding-frictional sliding damper. Journal of Earthquake & Tsunami 7(3): 1350012, DOI: https://doi.org/10.1142/S1793431113500127
Li H, Yin Y, Wang S (2003) Studies on seismic reduction of story-increased buildings with friction layer and energy-dissipated devices. Earthquake Engineering & Structural Dynamics 32(14):2143–2160, DOI: https://doi.org/10.1002/eqe.320
Liao WI, Mualla I, Loh CH (2004) Shaking-table test of a friction-damped frame structure. The Structural Design of Tall and Special Buildings 13(1):45–54, DOI: https://doi.org/10.1002/tal.232
Madheswaran CK, Prakash VJ, Sathishkumar K, Rama-Rao GV (2017) Earthquake response of reinforced concrete building retrofitted with geopolymer concrete and x-shaped metallic damper. Journal of the Institution of Engineers 98(3):1–12, DOI: https://doi.org/10.1007/s40030-017-0209-z
Marshall JD, Charney RA (2010) A hybrid passive control device for steel structures, I: Development and analysis. Journal of Constructional Steel Research 66(10):1278–1286, DOI: https://doi.org/10.1016/j.jcsr.2010.04.005
Marshall JD, Charney FA (2012) Seismic response of steel frame structures with hybrid passive control systems. Earthquake Engineering & Structural Dynamics 41(4):715–733, DOI: https://doi.org/10.1002/eqe.1153
Mirtaheri M, Zandi AP, Samadi SS, Samani HR (2011) Numerical and experimental study of hysteretic behavior of cylindrical friction dampers. Engineering Structures 33(12):3647–3656, DOI: https://doi.org/10.1016/j.engstruct.2011.07.029
Mualla IH, Belev B (2002) Performance of steel frames with a new frictional sliding damper device under earthquake excitation. Engineering Structures 24(3):365–371, DOI: https://doi.org/10.1016/S0141-0296(01)00102-X
Oh SH, Kim YJ, Ryu HS (2009) Seismic performance of steel structures with slit dampers. Engineering Structures 31(9): 1997–2008, DOI:https://doi.org/10.1016/j.engstruct.2009.03.003
Pall AS, Marsh C (1982) Response of friction damped braced frames. Journal of the Structural Division 108(6):17175, DOI: https://doi.org/10.1109/ICTTA.2008.4530175
Soong TT, Spencer JBF (2002) Supplemental energy dissipation: State-of-the-art and state-of-the-practice. Engineering Structures 24(3): 243–259, DOI: https://doi.org/10.1016/S0141-0296(01)00092-X
Tanaka T, Makii K, Ueda H, Kushibe A, Kohzu M, Higashi K (2003) Study on practical application of a new seismic damper using a Zn−Al alloy with a nanocrystalline microstructure. International Journal of Mechanical Sciences 45(10):1599–1612, DOI: https://doi.org/10.1016/j.ijmecsci.2003.12.001
Wang CY, Yan SJ, Li JQ (2018) Study on thermoplastic constitutive model of dynamic fracture for brass. Transactions of Shenyang Ligong University 37(3):63–67, DOI: https://doi.org/10.3969/j.issn.1003-1251.2018.03.013 (in Chinese)
Wu B, Ou J (2010) The pseudo-viscous frictional energy dissipator: A new device for mitigating seismic effects. Earthquake Engineering & Structural Dynamics 32(1):31–48, DOI: https://doi.org/10.1002/eqe.213
Zhang CF, Yuan HH, Aoki T (2012) Static and dynamic low cycle fatigue performance of low yield strength steel shear panel damper. Constructional Steel Research 79:195–203, DOI: https://doi.org/10.1016/j.jcsr.2012.07.030
Acknowledgments
The above work is sponsored by the Shanghai Pujiang Program (18PJ1403900), and the Program for Professor of Special Appointment (Eastern Scholar) at Shanghai Institutions of Higher Learning (TP2018042). Research is also supported by the Key Project of Science and Technology of Shanghai (21DZ1204300).
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Hu, B., Li, B., Wang, C. et al. Design, Analysis and Application of a Mandrel-Beam-Frictional Sliding Damper. KSCE J Civ Eng 26, 2747–2764 (2022). https://doi.org/10.1007/s12205-022-0674-4
Received:
Revised:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s12205-022-0674-4