Abstract
This paper investigated the seismic performance of a typical “Integrated Station-Bridge high-speed railway station structure with a composite isolation system. The influential mechanism of the structure with isolation system was analyzed based on shaking table tests, mainly investigating on the failure mode, acceleration response and displacement response. Besides, a parameter optimization method of isolation layer for long-span structures was proposed based on genetic algorithm to better enhance the isolation performance of the large-span structure. The research revealed that there was no obvious damage to the composite isolation system under the PGA = 0.82 g. The nature frequency of the structure with isolation system is only 12.5% of that of non-isolation structure. The first three natural vibration frequency of the structure with isolation system only reduce 3.4%, 3.2%, 6.14% after the PGA = 1.27 g, that of the non-isolation structure reduce by more than 20%. The acceleration amplification factor of each layer of composite isolation system is less than 1, in particular, that of truss is about 0.3. The displacement response and acceleration response of the structure with isolation system have been reduced by about 90%. The proposed optimization method of isolation layer parameters provides an important reference for the isolation design for high-speed railway stations.
This is a preview of subscription content, log in via an institution to check access.
Similar content being viewed by others
References
Architectural Institute of Japan (2001) Recommendation for the design of base isolated buildings (Chinese translation version), Seismological Press, Beijing, China
Chu GL, Wang W, Zhang YF (2021) Shake-table testing of 2-story steel framed building with self-centering modular panels and slit steel plate walls. Engineering Structures 247:113232, DOI: https://doi.org/10.1016/j.engstruct.2021.113232
De Domenico D, Gandelli E, Quaglini V (2020) Adaptive isolation system combining low-friction sliding pendulum bearings and SMA-based gap dampers. Engineering Structures 212:110536, DOI: https://doi.org/10.1016/j.engstruct.2020.110536
De Domenico D, Ricciardi G (2018) Earthquake-resilient design of base isolated buildings with TMD at basement: Application to a case study. Soil Dynamics and Earthquake Engineering 113:503–521, DOI: https://doi.org/10.1016/j.soildyn.2018.06.022
Fallah N, Zamiri G (2013) Multi-objective optimal design of sliding base isolation using genetic algorithm. Scientia Iranica 20(1):87–96, DOI: https://doi.org/10.1016/j.scient.2012.11.004
Guan ZG, Li JZ, Qu HY (2023) Shake table test and numerical study on a capable and resilient lateral seismic isolation system for long-span cable-stayed bridges. Soil Dynamics and Earthquake Engineering 164:107629, DOI: https://doi.org/10.1016/j.soildyn.2022.107629
Guo W, Zhai ZP, Yu ZW, Long Y (2019) Facility performance indexes and rapid test feasibility evaluation method of shaking tables. KSCE Journal of Civil Engineering 23(7):3097–3112, DOI: https://doi.org/10.1007/s12205-019-2188-2
Gur S, Mishra SK (2013) Multi-objective stochastic-structural-optimization of shape-memory-alloy assisted pure-friction bearing for isolating building against random earthquakes. Soil Dynamics & Earthquake Engineering 54:1–16, DOI: https://doi.org/10.1016/j.soildyn.2013.07.013
Hui Y, Law SS, Zhu WD, Wang Q (2021) Internal resonance of structure with hysteretic base-isolation and its application for seismic mitigation. Engineering Structures 229:111643, DOI: https://doi.org/10.1016/j.engstruct.2020.111643
Li XY, Xue SD (2010) Review and new development of seismic isolation technology for spatial structures. Spatial Structures 16(4):87–95, DOI: https://doi.org/10.13849/j.issn.1006-6578.2010.04.015 (in Chinese)
Midas IT (2017) Midas Gen user’s manual, MIDAS Information Technology Co., Ltd. 2017, https://product.midasit.cn/index/solution/manual-building.asp
Ministry of Housing and Urban-Rural Development, PRC (2016) Code for seismic design of buildings. China Architecture & Building Press, Beijing, China, GB50011–2010
Moeindarbari H, Taghikhany T (2014) Seismic optimum design of triple friction pendulum bearing subjected to near-fault pulse-like ground motions. Structural and Multidisciplinary Optimization 50(4):701–716, DOI: https://doi.org/10.1007/s00158-014-1079-x
Mokha AS, Lee PL, Wang X, Yu P (1999) Seismic isolation design of the new international terminal at San Francisco International Airport. 1999 New Orleans structures congress, April 18–21, New Orleans, LA, USA
Nigdeli SM, Bekdas G (2017) Optimum tuned mass damper design in frequency domain for structures. KSCE Journal of Civil Engineering 21(3):912–922, DOI: https://doi.org/10.1007/s12205-016-0829-2
Parducci A, Costantini S, Marimpietri A, Mezzi M, Tommesani G (2005) Base isolation and structural configuration the new emergency management centre in Umbria. 9th world seminar on seismic isolation, energy dissipation and active vibration control of structures, June 13–16, Kobe, Hyogo, Japan
Peng YB, Huang TC (2019) Sliding implant-magnetic bearing for adaptive seismic mitigation of base-isolated structures. Structural Control and Health Monitoring 26(10):e2431, DOI: https://doi.org/10.1002/stc.2431
Phansri B, Charoenwongmit S, Yooprasertchai E, Park KH, Warnitchai P, Shin DH (2015) An experimental study on shaking table tests on models of a concrete gravity dam. KSCE Journal of Civil Engineering 19(1):142–150, DOI: https://doi.org/10.1007/s12205-014-1221-8
Pourzeynali S, Zarif M (2008) Multi-objective optimization of seismically isolated high-rise building structures using genetic algorithms. Journal of Sound and Vibration 311(3–5):1141–1160, DOI: https://doi.org/10.1016/j.jsv.2007.10.008
Ryan KL, Okazaki T, Coria CB, Sato E, Sasaki T (2018) Response of hybrid isolation system during a shake table experiment of a full-scale isolated building. Earthquake Engineering & Structural Dynamics 47(11):2214–2232, DOI: https://doi.org/10.1002/eqe.3065
Wu HL, Guo ED, Sun DZ, Mao CX, Zhang HY, Liu ZB (2021) Shaking table test of water supply pipes installed in a full-scale masonry structure. KSCE Journal of Civil Engineering 26(2):824–836, DOI: https://doi.org/10.1007/s12205-021-5586-1
Xu WZ, Du DS, Wang SG, Liu WQ, Li WW (2019) Shaking table tests on the multi-dimensional seismic response of long-span grid structure with base-isolation. Engineering Structures 201:109802, DOI: https://doi.org/10.1016/j.engstruct.2019.109802
Yuan K, Zhang JM, Guo JL, Tian W (2019) Study on seismic response characteristics and design parameters of composite isolation system for rural buildings. KSCE Journal of Civil Engineering 23(4):1747–1755, DOI: https://doi.org/10.1007/s12205-019-1383-5
Zhang HD, Liang X, Gao ZY, Zhu XQ (2020) Seismic performance analysis of a large-scale single-layer lattice dome with a hybrid three-directional seismic isolation system. Engineering Structures 214:110627, DOI: https://doi.org/10.1016/j.engstruct.2020.110627
Zhang Y, Mao YF, Wang Z, Gao CF (2021) Nonlinear low frequency response research for a vibration isolator with quasi-zero stiffness characteristic. KSCE Journal of Civil Engineering 25(5):1849–1856, DOI: https://doi.org/10.1007/s12205-021-1395-9
Zhao B, Wang YQ, Chen ZH Shi YJ, Jiang Y, Wang YH (2015) Research on the random seismic response analysis for multi- and large-span structures to multi-support excitations. Earthquake Engineering & Engineering Vibration 14(3):527–538, DOI: https://doi.org/10.1007/s11803-015-0042-1
Zhao YS, Zhang YY, Xu JH, Yu PH, Sun BR (2023) Shaking table test on seismic performance of integrated station-bridge high-speed railway station. Structures 46:1981–1993, DOI: https://doi.org/10.1016/j.istruc.2022.11.042
Zhou LX, Wang XW, Ye AJ (2019) Shake table test on transverse steel damper seismic system for long span cable-stayed bridges. Engineering Structures 179:106–119, DOI: https://doi.org/10.1016/j.engstruct.2018.10.073
Acknowledgments
This research has been supported by the National Key Research and Development Project of China (No. 2017YFC1500702), Key Laboratory of Performance Evolution and Control for Engineering Structures of Ministry of Education of China (NO. 2019KF-3), Outstanding young teachers of Jiangsu Blue Project, and the Natural Science Foundation of Jiangsu Province (NO. BK20190636), the Graduate Innovation Program of China University of Mining and Technology (NO. 2022WLKXJ010), the Postgraduate Research & Practice Innovation Program of Jiangsu Province (No. KYCX22_2570).
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Zhang, Y., Yu, P., Sun, B. et al. Shaking Table Test on Composite Isolation System of High-speed Railway Station with Integrated Station-Bridge Structure. KSCE J Civ Eng 28, 787–799 (2024). https://doi.org/10.1007/s12205-023-0542-x
Received:
Revised:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s12205-023-0542-x