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Effect of Ductility Level on the Seismic Behavior of Low Reinforced Concrete Moment-Resisting Frames Equipped by Double Friction Pendulum Bearings Isolation | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 18، دوره 14، شماره 1 - شماره پیاپی 41، اردیبهشت 2026 اصل مقاله (954.64 K) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2025.34278.2107 | ||
| نویسندگان | ||
| Seyed Ali Razavian Amrei* 1؛ Seyed Amirhossein Ahmadi2؛ Ayoub Shakouri3؛ Gholamreza Ghodrati Amiri4؛ Elham Rajabi5 | ||
| 1Associate Professor, Department of Civil Engineering, Payame Noor University, Tehran, Iran | ||
| 2M.Sc., Department of Civil Engineering, Payame Noor University, Tehran, Iran | ||
| 3Ph.D., Natural Disasters Prevention Research Center, School of Civil Engineering, Iran University of Science & Technology, Tehran, Iran | ||
| 4Professor, Natural Disasters Prevention Research Center, School of Civil Engineering, Iran University of Science & Technology, Tehran, Iran | ||
| 5Assistant professor, Qualitative and Quantitative Analysis of Fluids and Environmental Research Group, Department of Civil Engineering, Tafresh University, 39518-79611 Tafresh, Iran | ||
| تاریخ دریافت: 11 خرداد 1403، تاریخ بازنگری: 01 بهمن 1403، تاریخ پذیرش: 19 اسفند 1403 | ||
| چکیده | ||
| The base isolation method is being utilized for more than two decades as a way to protect structures. Despite recent advancements in the seismic evaluation of isolated structures, the impact of ductility level on based-isolated Reinforced Concrete (RC) moment-resisting frame structures has not been explored. In order to consider the effect of ductility level, the present paper evaluates the seismic behavior of isolated RC moment-resisting frames through Double Friction Pendulum Bearings (DFPB) with ordinary, intermediate, and special ductility. Additionally, we compared responses of these systems with the similar conventional structures. To this end, three RC moment-resisting frame structures were designed with/without DFPB, and three-dimensional (3D) models were implemented in OpenSees. Then, seismic responses of these six models, including peak floor absolute acceleration, base shear, plastic rotation, and story drift of column were evaluated. According to the results. Ductility levels have a significant impact on the fixed and isolated structures. As a result of the special moment-resisting frame superstructure, plastic rotation and peak drift demand of columns is increased compared to the ordinary and intermediate ones. The maximum differences in plastic rotation and peak drift demand between ordinary and special frames were obtained as approximately 70% and 50% in base-isolated buildings. | ||
تازه های تحقیق | ||
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| کلیدواژهها | ||
| Base isolation؛ Double friction pendulum bearing؛ Level of ductility؛ Nonlinear time history analysis؛ Seismic effects | ||
| مراجع | ||
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[1] Habib A, Youssefi I, Kunt MM. Identification of pulse-like ground motions using artificial neural network. Earthq Eng Eng Vib 2022;21:899–912. https://doi.org/10.1007/s11803-022-2127-y.
[2] Dehcheshmeh EM, Rashed P, Broujerdian V, Shakouri A, Aslani F. Predicting seismic collapse safety of post-fire steel moment frames. Buildings 2023;13:1091. https://doi.org/10.3390/buildings 13041091.
[3] Rajaei Lak H, Rajabi E, Ghodrati Amiri G, Shakouri A. Numerical Analysis of Regular Reinforced Concrete Frames under Near-Fault Ground Motions. Iran J Sci Technol Trans Civ Eng 2023;47:399–414. https://doi.org/10.1007/s40996-022-00990-y.
[4] Amiri GG, Shakouri A, Veismoradi S, Namiranian P. Effect of seismic pounding on buildings isolated by triple friction pendulum bearing. Earthquakes Struct 2023;12:35–45. https://doi.org/10.12989/eas.2017.12.1.035.
[5] Habib A, Alnaemi A, Habib M. Developing a framework for integrating blockchain technology into earthquake risk mitigation and disaster management strategies of smart cities. Smart Sustain Built Environ 2024. https://doi.org/10.1108/SASBE-12-2023-0376.
[6] Amin Afshar M, Adlparvar MR, Aghaeipour S. Three-Mass Structural-Isolating-Damping Model Subjected to Near-and Far-Fault Earthquakes. J Rehabil Civ Eng 2022;10:1–20. https://doi.org/10.22075/jrce.2021.22466.1482.
[7] Babaei S, Zarfam P, Moghadam AS, Zahrai SM. Assessment of a dual isolation system with base and vertical isolation of the upper portion. Struct Eng Mech An Int’l J 2023;88:263–71. https://doi.org/10.12989/sem.2023.88.3.263.
[8] Shakouri A, Amiri GG, Miri ZS, Lak HR. Seismic poundings of multi-story buildings isolated by TFPB against moat walls. Earthquakes Struct 2021;20:295–307. https://doi.org/10.12989/eas.2021.20.3.295.
[9] Kiliç S, Akbaş B, Shen J, Paolacci F. Seismic behavior of liquid storage tanks with 2D and 3D base isolation systems. Struct Eng Mech An Int’l J 2022;83:627–44. https://doi.org/10.12989/sem.2022.83.5.627.
[10] Erduran E, Dao ND, Ryan KL. Comparative response assessment of minimally compliant low-rise conventional and base-isolated steel frames. Earthq Eng \& Struct Dyn 2011;40:1123–41. https://doi.org/10.1002/eqe.1078.
[11] Habib A, Yildirim U. Modeling reinforced concrete moment frames supported on quintuple friction pendulum bearings for nonlinear response history analysis. J Earthq Tsunami 2023;17:2350002. https://doi.org/10.1142/S1793431123500021.
[12] ASCE AS. Minimum design loads for buildings and other structures 2010. https://doi.org/10.1061/9780784412916.
[13] Loads MD. Associated Criteria for Buildings and Other Structures, ASCE 7-16: American Society of Civil Engineers. Struct Eng Institute, Reston, Virginia, USA 2017. https://doi.org/10.1061/9780784414248.
[14] Sayani PJ, Erduran E, Ryan KL. Comparative response assessment of minimally compliant low-rise base-isolated and conventional steel moment-resisting frame buildings. J Struct Eng 2011;137:1118–31. https://doi.org/10.1061/ (ASCE)ST. 1943-541X.0000358.
[15] Habib A, Yildirim U. Distribution of strong input energy in base-isolated structures with complex nonlinearity: a parametric assessment. Multidiscip Model Mater Struct 2023;19:324–40. https://doi.org/10.1108/MMMS-08-2022-0158.
[16] Habib A, Yildirim U. Influence of isolator properties and earthquake characteristics on the seismic behavior of RC structure equipped with quintuple friction pendulum bearings. Int J Struct Stab Dyn 2023;23:2350060. https://doi.org/10.1142/S0219455423500608.
[17] Naaseh S, Morgan TA, Walters MT. A critical evaluation of current US building code provisions and FEMA guidelines for the design of seismic isolated structures. Proc. ATC 17-2 Semin. Seism. Isol. Passiv. Energy Dissipation Act. Control, 2002.
[18] Habib A, Yildirim U. Proposing unsupervised clustering-based earthquake records selection framework for computationally efficient nonlinear response history analysis of structures equipped with multi-stage friction pendulum bearings. Soil Dyn Earthq Eng 2024;182:108732. https://doi.org/10.1016/j.soildyn.2024.108732.
[19] Vibhute AS, Bharati SD, Shrimali MK, Datta TK. Optimum coefficient of friction in FPS for base isolation of building frames. Pract Period Struct Des Constr 2022;27:4022042. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000722.
[20] Di Sarno L, Chioccarelli E, Cosenza E. Seismic response analysis of an irregular base isolated building. Bull Earthq Eng 2011;9:1673–702. https://doi.org/10.1007/s10518-011-9267-1.
[21] Mazza F, Donnici A, Labernarda R. Seismic vulnerability of fixed-base and base-isolated hospitals: blind comparison between shaking table and numerical tests. Procedia Struct Integr 2023;44:147–54. https://doi.org/10.1016/j.prostr.2023.01.020.
[22] Ghorbi E, Toopchi-Nezhad H. Annular fiber-reinforced elastomeric bearings for seismic isolation of lightweight structures. Soil Dyn Earthq Eng 2023;166:107764. https://doi.org/10.1016/j.soildyn.2023.107764.
[23] Losanno D, Ravichandran N, Parisi F. Seismic fragility of base-isolated single-storey unreinforced masonry buildings equipped with classical and recycled rubber bearings in Himalayan regions. J Build Eng 2022;45:103648. https://doi.org/10.1016/j.jobe.2021.103648.
[24] Belbachir A, Benanane A, Ouazir A, Harrat ZR, Hadzima-Nyarko M, Radu D, et al. Enhancing the seismic response of residential RC buildings with an innovative base isolation technique. Sustainability 2023;15:11624. https://doi.org/10.3390/su151511624.
[25] Ding X, Liapopoulou M, Elghazouli AY. Seismic response of non-structural components in multi-storey steel frames. J Constr Steel Res 2024;213:108398. https://doi.org/10.1016/j.jcsr.2023.108398.
[26] Chimamphant S, Kasai K. Comparative response and performance of base-isolated and fixed-base structures. Earthq Eng \& Struct Dyn 2016;45:5–27. https://doi.org/10.1002/eqe.2612.
[27] Nie G, Wang W, Zhang C, Zhi X, Liu K. Seismic evaluation of isolation performance on single layer cylindrical reticulated shells supported along four sides. Eng Struct 2024;301:117279. https://doi.org/10.1016/j.engstruct.2023.117279.
[28] Sreeman D, Kumar Roy B. Optimization study of isolated building using shape memory alloy with friction pendulum system under near-fault excitations. Int J Eng 2022;35:2176–85. https://doi.org/10.5829/ije.2022.35.11b.12.
[29] Kitayama S, Constantinou MC. Collapse performance of seismically isolated buildings designed by the procedures of ASCE/SEI 7. Eng Struct 2018;164:243–58. https://doi.org/10.1016/j.engstruct.2018.03.008.
[30] Zhang Y, Guo Z, Liu D, Sun W. Seismic response analysis of super-high-rise building structures with three-layer isolation systems. Sci Rep 2023;13:19165. https://doi.org/10.1038/s41598-023-46207-8.
[31] Fenz DM. Development, implementation and verification of dynamic analysis models for multi-spherical sliding bearings. Technical report No. Multidisciplinary Center for Earthquake Engineering Research (MCEER), University at Buffalo, New York, America, Rep. 08-0018; 2008.
[32] Mazzoni S. OpenSees command language manual. Pacific Earthq Eng Res Cent 2006.
[33] Fagà E, Ceresa P, Nascimbene R, Moratti M, Pavese A. Modelling curved surface sliding bearings with bilinear constitutive law: effects on the response of seismically isolated buildings. Mater Struct 2016;49:2179–96. https://doi.org/10.1617/s11527-015-0642-2.
[34] ASCE. NEES-TIPS 2008. https://ascelibrary.org/doi/abs/10.1061/41000(315)14.
[35] Shakouri A, Amiri GG, Salehi M. Effects of ductility and connection design on seismic responses of base-isolated steel moment-resisting frames. Soil Dyn Earthq Eng 2021;143:106647. https://doi.org/10.1016/j.soildyn.2021.106647.
[36] Jalali Y, Amiri GG, Shakouri A. Comparative response assessment of base-isolated braced-frame buildings considering effects of ductility design. J Build Eng 2021;43:103110. https://doi.org/10.1016/j.jobe.2021.103110.
[37] USGS. The USGS Earthquake Hazards Program of the U.S. Geological Survey 2016. https://earthquake.usgs.gov/ws/designmaps/asce7-16.html.
[38] FEMA. NEHRP Recommended Seismic Provisions: Design Examples (FEMA P-1051). Federal Emergency Management Agency: National Earthquake Hazards Reduction Program, VA, U.S.A; 2017.
[39] Constantinou MC, Kalpakidis I V, Filiatrault A, Lay RAE. LRFD-based analysis and design procedures for bridge bearings and seismic isolators. Technical Report Multidisciplinary Center for Earthquake Engineering Research (MCEER), Buffalo, New York, America, Rep. 11-0004; 2011.
[40] Habib A, Houri AAL, Habib M, Elzokra A, Yildirim U. Structural performance and Finite Element modeling of roller compacted concrete dams: A review. Lat Am J Solids Struct 2021;18:e376. https://doi.org/10.1590/1679-78256467.
[41] Habib M, Bashir B, Alsalman A, Bachir H. Evaluating the accuracy and effectiveness of machine learning methods for rapidly determining the safety factor of road embankments. Multidiscip Model Mater Struct 2023;19:966–83. https://doi.org/10.1108/MMMS-12-2022-0290.
[42] Habib A, Barakat S, Al-Toubat S, Junaid MT, Maalej M. Developing machine learning models for identifying the failure potential of fire-exposed FRP-strengthened concrete beams. Arab J Sci Eng 2024:1–16. https://doi.org/10.1007/s13369-024-09497-2.
[43] McKenna F. OpenSees: a framework for earthquake engineering simulation. Comput Sci \& Eng 2011;13:58–66. https://doi.org/10.1109/MCSE.2011.66.
[44] Hosseini SM, Hadi K. Application of Opensees Software in Structural Modeling and Analysis 2013.
[45] Chang GA, Mander JB. Seismic energy based fatigue damage analysis of bridge columns: Part 1—Evaluation of seismic capacity. National Center for Earthquake Engineering Research Technical Report, University of Central Florida Department of Civil and Environmental Engineering Orlando, Florida, America, Rep. 94-0006; 1994.
[46] Dodd LL, Restrepo-Posada JI. Model for predicting cyclic behavior of reinforcing steel. J Struct Eng 1995;121:433–45. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:3(433).
[47] Hosseini-Gelekolai SM, Tabeshpour M. Soft story design in reinforced concrete structure and effect of masonry infill wall. Proceedings, sixth Int. Conf. Seismol. Earthq. Eng. CDROM Tehran, Iran, 2011, p. 1–18.
[48] Hosseini Gelekolai SM, Golafshani AA, Tabeshpour MR. Design of Soft Story in Reinforced Concrete Structure due to Removal of Masonry Infill Wall. Sharif Univ Technol 2010.
[49] Liu M, Gorman DG. Formulation of Rayleigh damping and its extensions. Comput \& Struct 1995;57:277–85. https://doi.org/10.1016/0045-7949(94)00611-6.
[50] Ryan KL, Polanco J. Problems with Rayleigh damping in base-isolated buildings. J Struct Eng 2008;134:1780–4. https://doi.org/10.1061/(ASCE)07339445(2008)134:11(1780).
[51] Constantinou MC, Tsopelas P, Kasalanati A, Wolff ED. Property modification factors for seismic isolation bearings. Multidisciplinary Center for Earthquake Engineering Research,State University of New York, Rep. 99-0012; 1999.
[52] PEER. Pacific Earthquake Engineering Research Center Strong Motion Database on Line. Berkley 2016. https://peer.berkeley.edu/peer-strong-ground-motion-databases. | ||
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