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ارزیابی رفتار لرزهای ساختمانهای قاب فولادی SAC مقاومسازی شده با میراگرهای ویسکوز تحت تاثیر زلزلههای گسل دور و نزدیک | ||
| نشریه مهندسی عمران امیرکبیر | ||
| دوره 54، شماره 5، مرداد 1401، صفحه 1983-2004 اصل مقاله (2.29 M) | ||
| نوع مقاله: مقاله پژوهشی | ||
| شناسه دیجیتال (DOI): 10.22060/ceej.2021.20042.7324 | ||
| نویسندگان | ||
| سعید قشلاقی1؛ مازیار فهیمی فرزام2؛ فریبرز ناطقی الهی* 3 | ||
| 1فارغ التحصیل / پژوهشگاه بین المللی زلزله شناسی و مهندسی زلزله | ||
| 2گروه مهندسی عمران، دانشکده فنی و مهندسی، دانشگاه مراغه، مراغه، ایران | ||
| 3هئیت علمی / پژوهشگاه بین المللی زلزله شناسی و مهندسی زلزله | ||
| چکیده | ||
| اخیراً به کارگیری راهکارهای افزایش مقاومت و میراییِ سازه ها در برابر بارهای لرزه ای، با هدف افزایش ایمنی در برابر کاهش هزینه اجرا و نگهداری، مورد توجه محققین قرار گرفته است. از جمله مهمترینِ این راهکارها می توان به ترکیب قاب های فولادی به همراه میراگرهای ویسکوز اشاره نمود. همچنین در زمینه کنترل غیرفعال سازهها، یکی از توانمندترین ابزارها، میراگرهای ویسکوز میباشند که در جهت جذب انرژی زلزله و اتلاف آن جهت کاهش پاسخ سازه مورد استفاده قرار میگیرند. لذا هدفِ این پژوهش تحلیل اثر این سیستم سازهای بر پاسخ قاب های معیار SAC که در 3، 9 و 20 طبقه احداث شدهاند، در مقابله با بارهای لرزه ای می باشد. برای بررسی این موضوع در این مطالعه ابتدا مدل عددی میراگر ویسکوز با استفاده از نرمافزار آباکوس ایجاد شده است. در ادامه، اثر اعمال شتاب گسل دور و نزدیک زلزله های امپریالولی، لوماپریتا و نورثریج بر رفتار این سیستم سازهای به طور جداگانه ارزیابی شده و نتایج شامل دریفت طبقات، ظرفیت باربری (به صورت برش پایه بیشینه) و جذب انرژی سازه (در دو حالت کار خارجی و انرژی کرنشی) مورد بحث و بررسی قرار گرفته است. نتایج به طور میانگین برای سه سازه مورد بحث، بیانگر کاهش 200 درصدیِ دریفت، افزایش 30 درصدی ظرفیت باربری و افزایش 35 درصدی جذب انرژی سازه های فولادی معیار SAC پس از اعمال میراگر ویسکوز بوده است. | ||
| کلیدواژهها | ||
| قاب فولادی SAC؛ میراگر ویسکوز؛ ظرفیت باربری؛ جذب انرژی؛ تحلیل تاریخچه زمانی | ||
| موضوعات | ||
| میراگرها؛ مقاوم سازی سازه های فلزی | ||
| عنوان مقاله [English] | ||
| Evaluation of the seismic behavior of SAC steel frame buildings retrofitted with viscous dampers affected by far and near fault earthquakes | ||
| نویسندگان [English] | ||
| saeid gheshlaghi1؛ Mazyar Fahimi Farzam2؛ Fariborz Nateghi-A3 | ||
| 1Graduate / International Institute of Seismology and Earthquake Engineering | ||
| 2Department of Civil Engineering, Faculty of Engineering, University of Maragheh, Maragheh, Iran | ||
| 3Faculty / International Institute of Seismology and Earthquake Engineering | ||
| چکیده [English] | ||
| Researchers have recently considered ways to increase the strength of and damping of the structures against earthquake loads so as to reduce maintenance and maintenance costs while enhancing safety. These solutions include the combination of steel frames with viscous dampers as the most vital part. Additionally, one of the most powerful tools in passive control is viscous dampers, which absorb earthquake energy and reduce the structure's response to earthquakes. Therefore, we have undertaken this study to investigate the response of standard SAC frames, built-in three, nine, and twenty floors, by applying this structural system to seismic loadings. The issue was first investigated using the Abaqus software package's numerical model of the viscous damper. Then, the effect of applying acceleration of faults of far and near-field Imperial Vali, Lomaprita, and Northridge earthquakes on the behavior of this structural system is evaluated separately. The results include floor drift, load-carrying capacity (as maximum base shear), and energy absorption of the structure (in two External working modes and strain energy) are discussed. Applied viscous dampers resulted in an average 200% decrease in drift, a 30% increase in load-carrying capacity, and a 35% increase in energy absorption in SAC standard steel structures after the application of these dampers. | ||
| کلیدواژهها [English] | ||
| SAC steel frame, Viscous damper, Bearing capacity, Energy absorption, Time history analysis | ||
| مراجع | ||
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[1] R. Kamgar, R. Dehghan, R. Rahgozar, Performance of Lead Core Rubber Bearing and Viscous Damper in Steel Structures, Bulletin of Earthquake Science and Engineering, 7(3) (2020) 115-133, (in Persian). [2] M.V. Waghmare, S.N. Madhekar, V.A. Matsagar, Influence of nonlinear fluid viscous dampers on seismic response of RC elevated storage tanks, Civil engineering journal, 6 (2020) 98-118. [3] R. Ezzati, H.S. Monir, Gh.R. Amiri, Experimental Studies of New Hybrid Inertia Rotational Friction Damper and the Compare of It’s Performance with Inertia Rotational Viscous Damper, Journal of structure & steel, 20 (2017), 23-30, (in Persian). [4] M. Pasandideh, IMPROVEMENTS IN THE ENERGY DISTRIBUTION OF STEEL BUILDINGS USING FLUID VISCOUS DAMPERS, Sharif Journal of Civil Engineering, 32(2.1) (2016) 39-48 , (in Persian). [5] M. Noruzvand, K. Shakeri, Direct displacement based design approach for steel moment frames equipped with nonlinear fluid viscous damper, Amirkabir Journal of Civil Engineering, 53(9) (2021) 10-10 , (in Persian). [6] N.K. Hazaveh, J.G. Chase, G.W. Rodgers, S. Pampanin, R. Kordani, Seismic behavior of a self-centering system with 2–4 viscous damper, Journal of Earthquake Engineering, 24(3) (2020) 470-484 . [7] M. Mansoori, H. Nasseri, A. Moghadam, Experimental and Analytical Study of Asymmetric Structures with Different Viscous Damper Distribution, Civil Engineering Infrastructures Journal, 45(2) (2011) 233-245 , (in Persian). [8] F. Kondori, G. Nouri, P. Homami, Seismic Reliability of Steel Frames Systems Equipped with Viscose Dampers, Bulletin of Earthquake Science and Engineering, 7(4) (2020) 113-127 , (in Persian). [9] K. Kariniotakis, T.L. Karavasilis, Limits for the interstorey drift sensitivity coefficient θ of steel MRFs with viscous dampers designed according to Eurocode 8, Soil Dynamics and Earthquake Engineering, 117 (2019) 203-215. [10] R. Milanchian, M. Hosseini, Study of vertical seismic isolation technique with nonlinear viscous dampers for lateral response reduction, Journal of Building Engineering, 23 (2019) 144-154. [11] C. Maraveas, K.D. Tsavdaridis, Assessment and retrofitting of an existing steel structure subjected to wind-induced failure analysis, Journal of Building Engineering, 23 (2019) 53-67. [12] M. Song, Z. Jiang, W. Yuan, Numerical and analytical analysis of a monopile-supported offshore wind turbine under ship impacts, Renewable Energy, 167 (2021) 457-472. [13] H. Dadkhah, M. Mohebbi, Performance assessment of an earthquake-based optimally designed fluid viscous damper under blast loading, Advances in Structural Engineering, 22(14) (2019) 3011-3025. [14] P.D. Mondal, A. Ghosh, S. Chakraborty, Fluid viscous damper in mitigation of structural vibration effect due to underground blast, International Journal of Materials and Structural Integrity, 8(4) (2014) 273-290. [15] A. Naeem, J. Kim, Seismic performance evaluation of a spring viscous damper cable system, Engineering Structures, 176 (2018) 455-467. [16] Z. Zhao, K. Dai, E.R. Lalonde, J. Meng, B. Li, Z. Ding, G. Bitsuamlak, Studies on application of scissor-jack braced viscous damper system in wind turbines under seismic and wind loads, Engineering Structures, 196 (2019) 109294. [17] D. Altieri, E. Tubaldi, E. Patelli, A. Dall’Asta, Assessment of optimal design methods of viscous dampers, Procedia engineering, 199 (2017) 1152-1157. [18] Y. Zhou, L. Xing, Seismic performance evaluation of a viscous damper-outrigger system based on response spectrum analysis, Soil Dynamics and Earthquake Engineering, 142 (2021) 106553. [19] V.E. Logotheti, T.C. Kafetzi, G.A. Papagiannopoulos, D.L. Karabalis, On the use of interstorey velocity for the seismic retrofit of steel frames with viscous dampers, Soil Dynamics and Earthquake Engineering, 129 (2020) 105312. [20] S. Chen, D. Chen, S. Fan, L. Huo, G. Song, Monitoring of viscous damper fluid viscosity using piezoceramic transducers—a feasibility study, Smart Materials and Structures, 30(2) (2021) 025034. [21] M. Fahiminia, A. Shishegaran, Evaluation of a developed bypass viscous damper performance, Frontiers of Structural and Civil Engineering, 14(3) (2020) 773-791. [22] M. Vaezi, A. Pourzangbar, M. Fadavi, S.M. Mousavi, P. Sabbahfar, M. Brocchini, Effects of stiffness and configuration of brace-viscous damper systems on the response mitigation of offshore jacket platforms, Applied Ocean Research, 107 (2021) 102482. [23] X. Hu, R. Zhang, X. Ren, C. Pan, X. Zhang, H. Li, Simplified design method for structure with viscous damper based on the specified damping distribution pattern, Journal of Earthquake Engineering, (2020) 1-21. [24] J. Whittle, M. Williams, T. Karavasilis, A. Blakeborough, A comparison of viscous damper placement methods for improving seismic building design, Journal of Earthquake Engineering, 16(4) (2012) 540-560. [25] K.-C. Chang, Y.-Y. Lin, C.-Y. Chen, Shaking table study on displacement-based design for seismic retrofit of existing buildings using nonlinear viscous dampers, Journal of structural engineering, 134(4) (2008) 671-681. [26] D. De Domenico, G. Ricciardi, I. Takewaki, Design strategies of viscous dampers for seismic protection of building structures: a review, Soil dynamics and earthquake engineering, 118 (2019) 144-165. [27] A.M. Tabar, Linearization of seismic response of structures equipped with nonlinear viscous dampers using perturbation technique, Engineering Structures, 184 (2019) 459-468. [28] A. Abbaszadeh Shaha-naghi, G. Ghodrati Amiri, M. Raissi Dehkordi, M. Eghbali, Seismic evaluation of low and \ mid-rise steel special moment frames equipped with viscous dampers based on FEMA-P695 collapse prevention criteria, Amirkabir Journal of Civil Engineering, 53(6) (2021) 17-17. [29] L. Chen, S. Nagarajaiah, L. Sun, A unified analysis of negative stiffness dampers and inerter-based absorbers for multimode cable vibration control, Journal of Sound and Vibration, 494 (2021) 115814. [30] B. Wei, Z. Hu, X. He, L. Jiang, System-based probabilistic evaluation of longitudinal seismic control for a cable- stayed bridge with three super-tall towers, Engineering structures, 229 (2021) 111586. [31] Y. Nurchasanah, M.L. Harnadi, Assessment of Viscous Damper Placement as Passive Energy Dissipation on High- rise Building, a Numerical Study, in: Journal of Physics: Conference Series, IOP Publishing, (2021), pp. 012096. [32] L. Lu, J. Xu, Y. Zhou, W. Lu, B.F. Spencer Jr, Viscous inertial mass damper (VIMD) for seismic responses control of the coupled adjacent buildings, Engineering Structures, 233 (2021) 111876. [33] M. Memari, H. Mahmoud, Multi-resolution analysis of the SAC steel frames with RBS connections under fire, Fire Safety Journal, 98 (2018) 90-108. [34] S.J. Venture, State of the art report on systems performance of steel moment frames subject to earthquake ground shaking, FEMA 355C, (2000). [35] S. Cheng, N. Darivandi, F. Ghrib, The design of an optimal viscous damper for a bridge stay cable using energy- based approach, Journal of Sound and Vibration, 329(22) (2010) 4689-4704. | ||
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