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Impact Assessment of the Geometric Parameters of Steel Yielding Slit Damper on the Element Behavior | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 7، دوره 13، شماره 1 - شماره پیاپی 37، اردیبهشت 2025، صفحه 96-112 اصل مقاله (2.09 M) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2024.32574.1949 | ||
| نویسندگان | ||
| Ali Sadeghinia1؛ Mohammad Ali Kafi* 2؛ Majid Gholhaki3 | ||
| 1Ph.D. Candidate, Faculty of Civil Engineering, Semnan University, Semnan, Iran | ||
| 2Associate Professor, Faculty of Civil Engineering, Semnan University, Semnan, Iran | ||
| 3Professor, Faculty of Civil Engineering, Semnan University, Semnan, Iran | ||
| تاریخ دریافت: 14 آذر 1402، تاریخ بازنگری: 03 تیر 1403، تاریخ پذیرش: 11 مرداد 1403 | ||
| چکیده | ||
| Concentric bracing systems are a popular solution for strengthening moment frames due to their high lateral stiffness, ease of installation, and low cost. However, buckling in compression members can result in sudden loss of strength and less deformability. Researchers have suggested using steel slit dampers to increase deformability and energy dissipation in this system by directing damage away from bracing members. In this study, 265 finite element models were analyzed in ABAQUS software based on previous experimental investigations and the installation configuration of the combined elliptical slit elements with Chevron bracing system in a moment frame. The effects of varying each geometric parameter of the element, including thickness, width, height, and number of slits, as well as the minor diameter of the elliptical slit, on the behavioral characteristics have been investigated in a three-dimensional parametric space. These characteristics are such as elastic stiffness, ductility, force capacity, and cyclic energy dissipation. Finally, and based on conducted numerical analysis, suitable ranges for each geometric parameter have been proposed to facilitate optimal design of the element. | ||
| کلیدواژه‌ها | ||
| Moment frame rehabilitation؛ Steel slit damper؛ Geometric impact assessment؛ Cyclic loading؛ Finite element analysis | ||
| مراجع | ||
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[1] Luis M. Seismic Design of Energy Dissipation Systems for Optimal Structural Performance Optimal Structural Performance. PhD Virginia Polytech Inst State Univ 2000.
[2] Wada A, Huang YH, Yamada T, Ono Y, Sugiyama S, Baba M, et al. Actual size and real time speed tests for hysteretic steel damper. Proc STESSA 1997;97:778–85.
[3] Oh SH, Kim YJ, Ryu HS. Seismic performance of steel structures with slit dampers. Eng Struct 2009;31. https://doi.org/10.1016/j.engstruct.2009.03.003.
[4] Benavent-Climent A. A brace-type seismic damper based on yielding the walls of hollow structural sections. Eng Struct 2010;32. https://doi.org/10.1016/j.engstruct.2009.12.037.
[5] Farahi Shahri S, Mousavi SR. Application of Elliptic Slits for Development of Slit Damper in Beam-to-Column Connection. Modares Civ Eng J 2016;16:93–102.
[6] Lee CH, Lho SH, Kim DH, Oh J, Ju YK. Hourglass-shaped strip damper subjected to monotonic and cyclic loadings. Eng Struct 2016;119. https://doi.org/10.1016/j.engstruct.2016.04.019.
[7] Lee CH, Kim J, Kim DH, Ryu J, Ju YK. Numerical and experimental analysis of combined behavior of shear-type friction damper and non-uniform strip damper for multi-level seismic protection. Eng Struct 2016;114. https://doi.org/10.1016/j.engstruct.2016.02.007.
[8] Ahmadie Amiri H, Najafabadi EP, Estekanchi HE. Experimental and analytical study of Block Slit Damper. J Constr Steel Res 2018;141. https://doi.org/10.1016/j.jcsr.2017.11.006.
[9] Saffari H, Hedayat AA, Nejad MP. Post-Northridge connections with slit dampers to enhance strength and ductility. J Constr Steel Res 2013;80. https://doi.org/10.1016/j.jcsr.2012.09.023.
[10] Köken A, Köroğlu MA. Experimental Study on Beam-to-Column Connections of Steel Frame Structures with Steel Slit Dampers. J Perform Constr Facil 2015;29. https://doi.org/10.1061/(asce)cf.1943-5509.0000553.
[11] Zabihi-Samani M. Design of Optimal Slit Steel Damper Under Cyclic Loading for Special Moment Frame by Cuckoo Search. Int J Steel Struct 2019;19. https://doi.org/10.1007/s13296-019-00206-6.
[12] Liu Y, Guo Z, Liu X, Chicchi R, Shahrooz B. An innovative resilient rocking column with replaceable steel slit dampers: Experimental program on seismic performance. Eng Struct 2019;183. https://doi.org/10.1016/j.engstruct.2019.01.059.
[13] Lee MH, Huh C, Yoon MH. Ultimate energy absorption capacity of steel plate slit dampers subjected to shear force. Int J Steel Struct 2002;2:71–9.
[14] Chan RWK, Albermani F. Experimental study of steel slit damper for passive energy dissipation. Eng Struct 2008;30. https://doi.org/10.1016/j.engstruct.2007.07.005.
[15] Kim J, Jeong J. Seismic retrofit of asymmetric structures using steel plate slit dampers. J Constr Steel Res 2016;120. https://doi.org/10.1016/j.jcsr.2016.02.001.
[16] Kim J, Kim M, Eldin MN. Optimal distribution of steel plate slit dampers for seismic retrofit of structures. Steel Compos Struct 2017;25. https://doi.org/10.12989/scs.2017.25.4.473.
[17] NourEldin M, Naeem A, Kim J. Life-cycle cost evaluation of steel structures retrofitted with steel slit damper and shape memory alloy–based hybrid damper. Adv Struct Eng 2019;22. https://doi.org/10.1177/1369433218773487.
[18] Nik-hoosh K. Introduction of modified Steel Slit Dampers, based on experimental and numerical studies under cyclic loading. Semnan University, 2019.
[19] Kafi MA, Nik-Hoosh K. The geometric shape effect of steel slit dampers in their behavior. Mag Civ Eng 2019;87. https://doi.org/10.18720/MCE.87.1.
[20] Ahmadie Amiri H, Pournamazian Najafabadi E, Esmailpur Estekanchi H, Ozbakkaloglu T. Performance-based seismic design and assessment of low-rise steel special moment resisting frames with block slit dampers using endurance time method. Eng Struct 2020;224. https://doi.org/10.1016/j.engstruct.2020.110955.
[21] Kim J, Kim MC, Kim DK. Preliminary study on a composite steel slit damper. J Mech Sci Technol 2021. https://doi.org/10.1007/s12206-021-0806-7.
[22] Oh SH, Park HY. Experimental study on seismic performance of steel slit damper under additional tensile load. J Build Eng 2022;50. https://doi.org/10.1016/j.jobe.2022.104110.
[23] Lee KS, Lee BG, Jung JS. Seismic Strengthening of R/C Buildings Retrofitted by New Window‐Type System Using Non‐Buckling Slit Dampers Examined via Pseudo‐Dynamic Testing and Nonlinear Dynamic Analysis. Appl Sci 2022;12. https://doi.org/10.3390/app12031220.
[24] Rousta AM, Shoja S, Safaei Ardakani MA. Investigating Cyclic and Pushover Performance of Different Metallic Yielding Dampers. J Rehabil Civ Eng 2023;11. https://doi.org/10.22075/JRCE.2022.26848.1639.
[25] ABAQUS computer software 2019.
[26] ATC. Guidelines for cyclic seismic testing of components of steel structures. vol. 24. 1992.
[27] Timoshenko S. Elementary theory and problems. Van Nostrand; 1940.
[28] Brancheriau L. Influence of cross section dimensions on Timoshenko’s shear factor - Application to wooden beams in free-free flexural vibration. Ann For Sci 2006;63. https://doi.org/10.1051/forest:2006011.
[29] Chinwuba Ike C. Timoshenko Beam Theory for the Flexural Analysis of Moderately Thick Beams – Variational Formulation, and Closed Form Solution. Tec Ital J Eng Sci 2019;63. https://doi.org/10.18280/ti-ijes.630105.
[30] Gaur A, Dhurvey P. Comparative Study of Beam Theories on the Effect of Span-Depth Ratio for Symmetric and Un-symmetric Loadings. IOP Conf. Ser. Mater. Sci. Eng., vol. 936, 2020. https://doi.org/10.1088/1757-899X/936/1/012047.
[31] ASTM E2126. Standard Test Methods for Cyclic ( Reversed ) Load Test for Shear Resistance of Vertical Elements of the Lateral Force Resisting Systems for Buildings. ASTM Int 2019. | ||
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