Rehabilitation of steel structures using innovative brace members equipped with YSPD damper

Hasan, Wafaa Abbas; Baktash, Daniz Abd Alsajad; Gumar, Alyaa Noori

doi:10.30772/qjes.2024.152892.1363

	Rehabilitation of steel structures using innovative brace members equipped with YSPD damper
Al-Qadisiyah Journal for Engineering Sciences
Article 7, Volume 17, Issue 3, September 2024, Pages 255-266 PDF (1.46 M)
Document Type: Research Paper
DOI: 10.30772/qjes.2024.152892.1363
Authors
Wafaa Abbas Hasan^* ; Daniz Abd Alsajad Baktash; Alyaa Noori Gumar
Department of Civil Engineering, Faculty Of Technical Engineering And Agriculture, Islamic Azad University of Kermanshah, Iran
Abstract
Earthquakes are serious risks to human life and infrastructure. An earthquake's influence on human life and its socioeconomic consequences highlight the need to investigate and create the most efficient and easily adaptable ways to minimize losses. The basic concept of different control mechanisms used for protecting structures from the destructive impacts of earthquakes is to dissipate the energy efficiently, therefore ensuring that the structure remains undamaged or sustains minimum damage. To achieve this purpose, the passive control mechanism is a particularly suitable and reliable technology as it doesn't rely on external power to actively dissipate energy. The present study proposes using a passive energy dissipation device called the Yielding Shear Panel Device (YSPD) for strengthening the current steel structures. The YSPD consists of a square hollow section (SHS) that houses a diaphragm plate. The fundamental concept of the YSPD involves harnessing the lateral deformation of a steel plate to absorb and disperse the seismic energy. The Bouc-Wen-Baber Noori (BWBN) material has been used for simulating the hysteresis force-deformation relationship of YSPDs by pinching. YSPDs are simulated as spring components that connect between the beam and the V-brace. A nonlinear time history dynamic analysis was performed to assess the alteration in the structural capacity with the setting up of YSPDs. The performance of the tested structure was assessed considering story drift, story displacement, story shear, column shear, and YSPD hysteresis loops. The results indicated that YSPD installation has improved the structure's capacity. However, the use of dampers resulted in significant drift in all stories, a reduction in total floor displacement, and a decrease in the shear force of the stories. However, the results demonstrated that the YSPD dampers effectively absorbed energy and exhibited stable hysteresis loops.
Keywords
Seismic energy; YSPD damper; Passive energy dissipation device; Numerical research; Brace member with damper; Brace member without damper

References
Whittaker AS, Bertero VV, Thompson CL, & Alonso LJ, Seismic Testing of Steel Plate Energy Dissipation Devices, Earthquake Spectra, 7 (4) , 365-604 (1991). https://doi.org/ 1193/1.1585644 T. Soong B.F., & Spencer Jr, Supplemental energy dissipation: state-of-the-art and state-of-the-practice, Engineering Structures , 24, 3 , 243-259 ( March 2002). https://doi.org/ 10.1016/S0141-0296(01)00092-X Tena-Colunga, Mathematical modelling of the ADAS energy dissipation device , Engineering Structures ,19, 10 (1997) , 811-821. https://doi.org/10.1016/S0141-0296(97)00165-X Tsai KC, & Hong CP., Steel triangular plate energy absorber for earthquakeresistant buildings. In: Constructional steel design: world developments, Elsevier Applied, Science; (1992) , 529-40. Tehranizadeh M. Passive energy dissipation device for typical steel frame building in Iran. Eng Struct, 23(6) ( 2001), 643–55. https://doi.org/10.1016/S0141-0296(00)00082-1 Timler P, & Kulak GL. Experimental study of steel plate shear walls. Structural Engineering Report No. 114, Dept. of Civil Engineering, University of Alberta; De Matteis G, Landolfo R, & Mazzolani FM. Seismic response of MR steel frames with low-yield steel shear panels. Eng Struct, 25(2) ( 2003), 155–68. https://doi.org/10.1016/S0141-0296(02)00124-4 Williams M, & Albermani F. Monotonic and cyclic tests on shear diaphragm dissipators for steel frames. Adv Steel Constr, 2(1) ( 2006), 1–21. Chan RWK, Albermani F, & Williams MS. Evaluation of yielding shear panel device for passive energy dissipation. J Constr Steel Res, 65(2) ( 2009):260–8. https://doi.org/10.1016/j.jcsr.2008.03.017 Williams M, & Albermani F. Monotonic and Cyclic Tests on Shear Diaphragm Dissipators for Steel Frames. Civil Engineering Bulletin No. 23, Department of Civil Engineering, University of Queensland, Australia; 2003. Schmidt K, Dorka UE, Taucer F, & Magnonette G. Seismic Retrofit of a Steel Frame and an Rc Frame with Hyde Systems. Institute for the Protection and the Security of the Citizen European Laboratory for Structural Assessment, European Commission Joint Research Centre; 2004. Takahashi Y, & Shinabe Y. Experimental study of restoring force characteristics of shear yielding in thin steel plate elements. J Struct Construct Eng , 494, (1997):107–14 (in Japanese). Md Raquibul Hossain, & Mahmud Ashraf, Mathematical modelling of yielding shear panel device, Thin-Walled Structures, 59 (2012) 153–161. http://dx.doi.org/10.1016/j.tws.2012.04.018 Kim TW, Wilcoski J, Foutchc DA, & Leed MS. Shaketable tests of a cold-formed steel shear panel. Eng Struct, 28(10) (2006), 1462–70. https://doi.org/10.1016/j.engstruct.2006.01.014 Chan, RWK. Metallic Yielding Devices for Passive Dissipation of Seismic Energy, PhD Thesis, University of Queensland; 2008. Chan, R.W.K., Albermani, F., & Kitipornchai, S., Experimental study of perforated yielding shear panel device for passive energy dissipation, 91 ( (2013), 14-25. Maryam Salim. A , & Muhaned A. Shallal, Temperature change in steel-concrete composite bridge: Experimental and numerical study, Al-Qadisiyah Journal For Engineering Sciences 14 (2021) 117–127. https://doi.org/10.30772/qjes.v14i2.760. Kareem Mohammed Alnebhan , & Muhaned A. Shallal, Effect of filling steel tube chords by concrete on the structural behaviour of composite truss girders, Al-Qadisiyah Journal For Engineering Sciences 13 (2020) 167–174. https://doi.org/10.30772/qjes.v13i3.662. Hossain, M. R., Ashraf, M., & Albermani, F., Numerical evaluation of yielding shear panel device: a sustainable technique to minimize structural damages due to earthquakes, Universitas 21 International Graduate Research Conference: Sustainable Cities for the Future, (2009), pp: 65-68. Li Zhengying, Faris Albermani, Ricky W.K. Chan, & S. Kitipornchai, Pinching hysteretic response of yielding shear panel device, Engineering Structures, 33 ( 2011) , 993-1000. https://doi.org/10.1016/j.engstruct.2010.12.021 Md Raquibul Hossain, & Mahmud Ashraf, Mathematical modelling of yielding shear panel device, Thin-Walled Structures, 59 (2012) 153–161. http://dx.doi.org/10.1016/j.tws.2012.04.018. Hossain MR, Ashraf M, & Albermani F. Numerical modelling of yielding shear panel device for passive energy dissipation. Thin-Walled Struct, 49(8)( 2011), 1032–44. https://doi.org/10.1016/j.tws.2011.03.003. Li Z et al. Pinching hysteretic response of yielding shear panel device. Eng Struct, 33(3) (March 2011) , 993-1000. https://doi.org/10.1016/j.engstruct.2010.12.021. Hossain MR, Ashraf M. Mathematical modelling of Yielding Shear Panel device. Thin-Walled Struct,59 (2012) :153–61. https://doi.org/10.1016/j.tws.2012.04.018. Ellingwood BR, & Kinali K. Quantifying and communicating uncertainty in seismic risk assessment. Struct Saf, 31(2) (2009):179–87. https://doi.org/10.1016/j.strusafe.2008.06.001. FEMA, 355-C: State of the art report on systems performance of steel moment frames subject to earthquake ground shaking. Federal Emergency Management Agency, Washington, DC; 2000. Ohtori Y, & Spencer Jr B., Benchmark control problems for seismically excited nonlinear buildings, J Eng Mech ,(2004),130:366. Yang CS, DesRoches R, & Leon RT., Design and analysis of braced frames with shape memory alloy and energy-absorbing hybrid devices, Eng Struct, 32(2) (2010), 498–507. https://doi.org/10.1016/j.engstruct.2009.10.011 Bitaraf M, Hurlebaus S, & Barroso LR., Active and semi active adaptive control for undamaged and damaged building structures under seismic load, Comput Aided Civil Infrastruct Eng, (2011). https://doi.org/10.1111/j.1467-8667.2011.00719.x Ozbulut OE, Hurlebaus S. Seismic control of nonlinear benchmark building with a novel re-centering variable friction device. In: Ninth Pacific conference on earthquake engineering, Auckland, New Zealand; 2011. Christenson R et al. Large-scale experimental verification of semiactive control through real-time hybrid simulation. J Struct Eng 134(4) (2008), 522–34. Mazzoni S, McKenna F, & Fenves GL. OpenSees command language Pacific Earthquake Engineering Research (PEER) Center; (2005). Hossain, M. R., Ashraf, & M., Padgett, J. E., Probabilistic seismic performance evaluation for yielding shear panel design, Australasian Structural Engineering Conference The past, present and future of Structural Engineering. Barton, A.C.T.: Engineers Australia, (2012), 58-65. Baber, T. & Noori, M., Modelling general hysteresis behavior and random vibration application, J Vib Acoust Stress Reliab Des, (1986), 411-20. Hossain, M. R., Asraf, M., & Padgett, J.E., Risk-based seismic performance assessment of Yielding Shear Panel Device, Engineering Structures, 56 (2013) ,1570-1579. Chen Xuewei, Han Xiaolei, Jack CHEANG, Lin Shengyi, & Mao Guiniu, Dynamic Inelastic Numerical Simulation for a Shaking Table Test of a Full-Scale Steel Moment Frame Structure based on OpenSEES, The 14 th World Conference on Earthquake Engineering October (2008), 12-17, Beijing, China. Scott, M. H. & Fenves, G. L., Plastic hinge integration methods for force-based beam-column elements., J Struct Eng, (132) (2006), 244-252.
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