Abstract
A Triple Friction Pendulum (TFP) base-isolated building is designed to reduce displacement during an earthquake. However, the appropriate torsional response of multi-storey RCC buildings under stochastic ground motion is still unclear. This paper proposes a new mathematical model to study the torsional response of a TFP base-isolated RCC building subjected to stochastic ground motions. Stochastic ground motions are generated by the Monte Carlo simulation technique. The study examines the torsional response of the base-isolated building through base eccentricity (eb/d), super-structure eccentricity (es/d), uncoupled torsional to lateral frequency ratio of super-structure (Ωs), uncoupled torsional to the lateral frequency of isolator (Ωb) and base shear. The displacement attained as a result of eccentricity is compared with the design-bearing displacement recommended by the China Building Code (GB-2005). The study reveals that the torsion caused by eccentricities significantly influences the torsional behaviour of base-isolated buildings. The TFP base-isolated building with Ωs > 1 is torsionally more stable and potential displacement is not more complex by increasing the value of eb/d. In contrast, the building with Ωs < 1 is torsionally elastic and potential displacement becomes more complex by increasing the value of eb/d. The effect of superstructure eccentricity decreases almost linearly when isolation eccentricities take place. As the time of the superstructure increases, the torsional response of the building also increases. The study concludes that the GB-2005 Standard's design isolator displacement is traditional for the isolation eccentricities.
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References
Akehashi H, Takewaki I (2022) Bounding of earthquake response via critical double impulse for efficient optimal design of viscous dampers for elastic-plastic moment frames. Jpn Arch Rev 5:131–149
Amiri GG, Namiranian P, Amiri MS (2016) Seismic response of triple friction pendulum bearing under near-fault ground motions. Int J Struct Stab Dyn 16:1550021
Auad G, Castaldo P, Almazán JL (2022) Seismic reliability of structures equipped with LIR-DCFP bearings in terms of superstructure ductility and isolator displacement. Earthq Eng Struct Dyn 51:3171–3214
Bao Y, Becker TC, Hamaguchi H (2017) Failure of double friction pendulum bearings under pulse-type motions. Earthq Eng Struct Dyn 46:715–732
Becker TC, Mahin SA (2013) Approximating peak responses in seismically isolated buildings using generalized modal analysis. Earthq Eng Struct Dyn 42:1807–1825
Behzadi A, Abdollahzadeh G (2023) The effects of near-fault ground motions on optimized triple friction pendulum in asymmetric superstructures. KSCE J Civ Eng 27:3990–4000
Belbachir A, Benanane A, Ouazir A, Harrat ZR, Hadzima-Nyarko M, Radu D, Işık E, Louhibi ZS, Amziane S (2023) Enhancing the seismic response of residential RC buildings with an innovative base isolation technique. Sustainability 15:11624
Bernardi E, Donà M, Tan P (2023) Multi-objective optimization of the inter-story isolation system used as a structural TMD. Bull Earthq Eng 21:3041–3065
Constantinou M, Mokha A, Reinhorn A (1990) Teflon bearings in base isolation II: modeling. J Struct Eng 116:455–474
Dabaghi M, Der Kiureghian A (2017) Stochastic model for simulation of near-fault ground motions. Earthq Eng Struct Dyn 46:963–984
Dao ND, Ryan KL (2022) Soil–structure interaction and vertical-horizontal coupling effects in buildings isolated by friction bearings. J Earthq Eng 26:2124–2147
Dhankot MA, Soni DP (2016) Seismic response of triple friction pendulum bearing under multi hazard level excitations. Int J Struct Eng 7:412–431
Gao Z, Zhao M, Du X, Zhong Z (2021) A generalized response spectrum method for seismic response analysis of underground structure combined with viscous-spring artificial boundary. Soil Dyn Earthq Eng 140:106451
Hu X, Zhao Z, Yang K, Liao W, Chen Q (2023) Novel triple friction pendulum-tuned liquid damper for the wind-induced vibration control of airport control towers. Thin-Walled Struct 182:110337
Huang X, Liu J, Wang N, Xu S (2023) Pseudo-dynamic experimental study on seismically isolated prefabricated RC structure with roller-bearing subjected to mainshock-aftershock sequences. J Build Eng 65:105775
Idels O, Lavan O (2021) Optimization-based seismic design of steel moment-resisting frames with nonlinear viscous dampers. Struct Control Health Monit 28:e2655
Intekhab MS, Das S, Jajnery MA, Akhtar S, Sahoo D, Saha P (2023) Analysis methods of irregular high-rise buildings subjected to seismic loads. J Vib Eng Technol 11:1359–1382
Keikha H, Ghodrati Amiri G (2021) Seismic performance assessment of quintuple friction pendulum isolator with a focus on frictional behavior impressionability from velocity and temperature. J Earthq Eng 25:1256–1286
Kitayama S, Constantinou MC (2022) Effect of superstructure deformation capacity on the collapse performance of seismically isolated buildings. J Struct Eng 148:04022083
Lei Y, Shang Q, Song W, Yu Y, Pan P, Wang T (2023) Shaking table tests of base-isolated reinforced concrete frame by double friction pendulum bearings. J Build Eng 69:106240
Li D, Li X, Zhang Z (2023a) Implicit-explicit relaxation Runge–Kutta methods: construction, analysis and applications to PDEs. Math Comput 92:117–146
Li J, Luo W, Liang Q, Wang D, Zhou Y, He Z (2023b) Shaking table test of seismic performance of high-rise over-track building with base isolation. J Build Eng 75:106749
Loghman V, Khoshnoudian F, Banazadeh M (2015) Effect of vertical component of earthquake on seismic responses of triple concave friction pendulum base-isolated structures. J Vib Control 21:2099–2113
Meral E (2021) Determination of seismic isolation effects on irregular RC buildings using friction pendulums. In: Structures. Elsevier, pp 3436–3452
Mohamed OA, Mehana MS (2020) Assessment of accidental torsion in building structures using static and dynamic analysis procedures. Appl Sci 10:5509
Nguyen NV, Nguyen HD, Dao ND (2022) Machine learning models for predicting maximum displacement of triple pendulum isolation systems. In: Structures. Elsevier, pp 404–415
Olivares CI, de la Llera JC, Poulos A (2020) Torsion control in structures isolated with the triple friction pendulum system. Eng Struct 216:110503
Pavese A, Furinghetti M, Casarotti C (2018) Experimental assessment of the cyclic response of friction-based isolators under bidirectional motions. Soil Dyn Earthq Eng 114:1–11
Qaderi S, Adinolfi V, Germano G, Benzoni G, Luciano R, Fraternali F (2023) An experimental and mechanical study of a two-layer, bioinspired seismic isolator for multistory buildings. Buildings 13:2272
Rahgozar A, Estekanchi HE, Mirfarhadi SA (2023) On optimal triple friction pendulum base-isolation design for steel moment-frame buildings employing value-based seismic design methodology. J Build Eng 63:105494
Ryan KL, Dao ND (2016) Influence of vertical ground shaking on horizontal response of seismically isolated buildings with friction bearings. J Struct Eng 142:04015089
Saritaş F, Bedirhanoglu I, Konak A, Keskin MS (2022) Effect of seismic isolation on the performance of high-rise buildings with torsional instability. Sustainability 15:36
Shang J, Tan P, Han J, Zhang Y, Li Y (2022) Performance of seismically isolated buildings with variable friction pendulum bearings under near-fault ground motions. J Build Eng 45:103584
Sharma SV, Hemalatha G, Arunraj E, Daniel C, Jebadurai VS (2023) Comparative study on a single-story RCC frame with large and small-scale magnetorheological damper subjected to seismic excitation. Elsevier, Structures, p 105193
Sheng T, Liu G-B, Bian X-C, Shi W-X, Chen Y (2022) Development of a three-directional vibration isolator for buildings subject to metro-and earthquake-induced vibrations. Eng Struct 252:113576
Tajammolian H, Khoshnoudian F, Mehr NP (2016) Seismic responses of isolated structures with mass asymmetry mounted on TCFP subjected to near-fault ground motions. Int J Civ Eng 14:573–584
Tajammolian H, Khoshnoudian F, Loghman V (2017) Rotational components of near-fault earthquakes effects on triple concave friction pendulum base-isolated asymmetric structures. Eng Struct 142:110–127
Tian J, Chen X (2023) 3D coupled wind-induced inelastic response of base-isolated tall buildings with eccentricity and biaxial interaction of hysteretic restoring base forces. J Wind Eng Ind Aerodyn 232:105252
Tsiavos A, Kolyfetis D, Panzarasa G, Burgert I, Stojadinovic B (2023) Shaking table investigation of a low-cost and sustainable timber-based energy dissipation system with recentering ability. Bull Earthq Eng 21:3949–3968
Tsioulou A, Taflanidis AA, Galasso C (2019) Validation of stochastic ground motion model modification by comparison to seismic demand of recorded ground motions. Bull Earthq Eng 17:2871–2898
Waghmare B (2019) Numerical Analysis of Elevated Framed Staging Shallow Tank by Newmark’s Step-by-Step Method. Int J Adv Res Eng Technol 10(2):18
Wang B, Chen P, Zhu S, Dai K (2023) Seismic performance of buildings with novel self-centering base isolation system for earthquake resilience. Earthq Eng Struct Dyn 52:1360–1380
Xu Y, Becker TC, Guo T (2021) Design optimization of triple friction pendulums for high-rise buildings considering both seismic and wind loads. Soil Dyn Earthq Eng 142:106568
Xu Y, Guo T, Zhang R (2023) Predicting seismic collapse probability of the building isolated with triple friction pendulums using machine learning. Elsevier, Structures, p 105362
Xu Y, Guo T, Xiong J, Chen B, Zhi Q, Yang J (2022) Optimization design of triple friction pendulums for base-isolated High-rise buildings based on bearing displacement and collapse fragility. In: Structures. Elsevier, pp 1091–1099
Zhang C, Ali A (2021) The advancement of seismic isolation and energy dissipation mechanisms based on friction. Soil Dyn Earthq Eng 146:106746
Zhang L, Hu H, Fang Y, Qiang Z (2021) Code compliance in reinforce concrete design: a comparative study of USA code (ACI) and Chinese code (GB). Adv Civ Eng 2021:1–9
Zhu R, Du B, Yang Y, Lu D (2023) The generation of the target aftershock spectrum based on the conditional mean spectrum of aftershocks. Buildings 13:2660
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This work was conducted with Northeastern University, Shenyang, China.
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Q.Z.: methodology, formal analysis, funding acquisition, visualization, and validation, project administration, editing, funding acquisition, data curation, and validation. L.Z.: writing, investigation, and visualization, writing, draft preparation, conceptualization, software, and resources. All authors have read and agreed to the published version of the manuscript.
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Qing, Z.Q., Na, Z.L. Torsional Response of a Building Isolated with Triple Friction Pendulum Bearings under Stochastic Ground Motion Excitation. Iran J Sci Technol Trans Civ Eng (2024). https://doi.org/10.1007/s40996-024-01409-6
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DOI: https://doi.org/10.1007/s40996-024-01409-6