Seismic behaviour of the curved bridge with friction pendulum system

References

• Agrawal, S., P. K. Gupta, and G. Ghosh. 2023. “A Comparative Assessment on the Response of Isolated Curved Bridges with Varying Radius of Curvature.” Asian Journal of Civil Engineering. doi: https://doi.org/10.1007/s42107-023-00888-8
   Google Scholar
• Atmaca, B., M. Yurdakul, and Ş. Ateş. 2014. “Nonlinear Dynamic Analysis of Base Isolated Cable-Stayed Bridge Under Earthquake Excitations.” Soil Dynamics and Earthquake Engineering 66:314–318. doi: https://doi.org/10.1016/j.soildyn.2014.07.013
   Web of Science ®Google Scholar
• Berkeley, U. 2014. PEER (Pacific Earthquake Engineering Center). http://ngawest2.berkeley.edu.
   Google Scholar
• Box, P. O., I. Buckle, R. Cassano, J. H. Gates, J. O. Jirsa, J. R. Libby, J. P. Nicoletti, and M. S. Power. 1996. Criteria for California Bridges. Redwood, California: Applied Technology Council.
   Google Scholar
• Cao, L., and C. Li. 2022. “A High Performance Hybrid Passive Base‐Isolated System.” Structural Control and Health Monitoring 29 (3): e2887. doi: https://doi.org/10.1002/stc.2887
   Web of Science ®Google Scholar
• Castaldo, P., B. Palazzo, and P. Della Vecchia. 2015. “Seismic Reliability of Base-Isolated Structures with Friction Pendulum Bearings.” Engineering Structures 95:80–93. doi: https://doi.org/10.1016/j.engstruct.2015.03.053
   Web of Science ®Google Scholar
• Chen, X., D. De Domenico, and C. LI. 2023. “Seismic Resilient Design of Rocking Tall Bridge Piers Using Inerter-based Systems.” Engineering Structures 281:115819. doi: https://doi.org/10.1016/j.engstruct.2023.115819
   Web of Science ®Google Scholar
• Chen, X., P. Wu, and C. Li. 2022. “Seismic Performance Assessment of Base-Isolated Tall Pier Bridges Using Friction Pendulum Bearings Achieving Resilient Design.” Structures 38 (January): 618–629. doi: https://doi.org/10.1016/j.istruc.2022.02.032
   Google Scholar
• Computers and Structures, I. 2021. SAP 2000 (22.0.0). www.csiamerica.com.
   Google Scholar
• Constantinoli, M. C., P. Tsopelas, Y. Kim, and S. Okamoto. 1993. “NATIONAL CENTER for EARTHQUAKE State University of New York at Buffalo NCEER .: Faisei Corporation Research Program on Sliding Seismic Isolation Systems for Bridges: Experimental and Analytical Study of a Friction Pendulum System (FPS), NCEER-93-0020.
   Google Scholar
• Dicleli, M., and M. Y. Mansour. 2003. “Seismic Retrofitting of Highway Bridges in Illinois Using Friction Pendulum Seismic Isolation Bearings and Modeling Procedures.” Engineering Structures 25 (9): 1139–1156. doi: https://doi.org/10.1016/S0141-0296(03)00062-2
   Web of Science ®Google Scholar
• Emergency, F., and M. Agency. 2000. “Prestandard and Commentary for the Seismic Rehabilitation of Buildings.” November.
   Google Scholar
• Eröz, M., and R. DesRoches. 2013. “The Influence of Design Parameters on the Response of Bridges Seismically Isolated with the Friction Pendulum System (FPS).” Engineering Structures 56:585–599. doi: https://doi.org/10.1016/j.engstruct.2013.05.020
   Web of Science ®Google Scholar
• Faramarz, K., and R. Montazar. 2010. “Seismic Response of Double Concave Friction Pendulum Base-Isolated Structures Considering Vertical Component of Earthquake.” Advances in Structural Engineering 13 (1): 1–13. doi: https://doi.org/10.1260/1369-4332.13.1.1
   Web of Science ®Google Scholar
• Giresini, L. 2022. “Effect of Dampers on the Seismic Performance of Masonry Walls Assessed Through Fragility and Demand Hazard Curves.” Engineering Structures 261:114295. doi: https://doi.org/10.1016/j.engstruct.2022.114295
   Web of Science ®Google Scholar
• Giresini, L., F. Taddei, F. Solarino, G. Müller, and P. Croce. 2021. “Influence of Stiffness and Damping Parameters of Passive Seismic Control Devices in One-Sided Rocking of Masonry Walls.” Journal of Structural Engineering 148 (2): 148. doi: https://doi.org/10.1061/(ASCE)ST.1943-541X.0003186
   Web of Science ®Google Scholar
• Gudainiyan, J., and P. K. Gupta. 2023a. “A Comparative Study on the Response of the L-Shaped Base Isolated Multi-Storey Building to Near and Far Field Earthquake Ground Motion.” Forces in Mechanics 11 (April): 100191. doi: https://doi.org/10.1016/j.finmec.2023.100191
   Google Scholar
• Gudainiyan, J., and P. K. Gupta. 2023b. “Parametric Study of L-Shaped Irregular Building Under Near-Field Ground Motion.” Asian Journal of Civil Engineering 24 (7): 2561–2570. doi: https://doi.org/10.1007/s42107-023-00663-9
   Google Scholar
• Gupta, P., and G. Ghosh. 2021. “Effect of Various Aspects on the Seismic Performance of a Curved Bridge with HDR Bearings.” Earthquakes and Structures 19:427–444. https://doi.org/10.12989/eas.2020.19.6.427.
   Web of Science ®Google Scholar
• Gupta, P. K., and G. Ghosh. 2021. “Effect of Bi-Directional Excitation on a Curved Bridge with Lead Rubber Bearing.” Materials Today: Proceedings 44:2239–2244. doi: https://doi.org/10.1016/J.MATPR.2020.12.362
   Google Scholar
• Gupta, P. K., G. Ghosh, V. Kumar, P. Paramasivam, and S. Dhanasekaran. 2022. “Effectiveness of LRB in Curved Bridge Isolation: A Numerical Study.” Applied Sciences 12 (21): 11289. doi: https://doi.org/10.3390/app122111289
   Google Scholar
• Ingham, T. J. 2003. “Analysis of the Million Dollar Bridge for Seismic Retrofit.” Computers and Structures 81 (8–11): 673–679. https://doi.org/10.1016/S0045-7949(02)00420-0
   Google Scholar
• Kim, Y. S., and C. B. Yun. 2007. “Seismic Response Characteristics of Bridges Using Double Concave Friction Pendulum Bearings with Tri-Linear Behavior.” Engineering Structures 29 (11): 3082–3093. doi: https://doi.org/10.1016/j.engstruct.2007.02.009
   Web of Science ®Google Scholar
• Kumar, A., G. Ghosh, P. K. Gupta, V. Kumar, and P. Paramasivam. 2023. “Seismic Hazard Analysis of Silchar City Located in North East India Seismic Hazard Analysis of Silchar City Located in North.” Geomatics, Natural Hazards and Risk 14 (1): 14(1. doi: https://doi.org/10.1080/19475705.2023.2170831
   PubMed Web of Science ®Google Scholar
• Labiba, A., and A. H. M. Muntasir. 2020. “Influence of Ground Motion Duration and Isolation Bearings on the Seismic Response of Base-Isolated Bridges.” Engineering Structures 222 (June): 111129. doi: https://doi.org/10.1016/j.engstruct.2020.111129
   Google Scholar
• Li, C., K. Chang, L. Cao, and Y. Huang. 2021. “Performance of a Nonlinear Hybrid Base Isolation System Under the Ground Motions.” Soil Dynamics and Earthquake Engineering 143 (January): 106589. doi: https://doi.org/10.1016/j.soildyn.2021.106589
   Google Scholar
• MOKHA, A., M. C. Constantinou, A. M. Reinhorn, and V. A. Zayas. 1991. “EXPERIMENTAL STUDY O F FRICTION-PENDULUM ISOLATION SYSTEM by Anoop Mokha, 1 M. C. Constantinou, 2 Associate Member, ASCE, A. M. Reinhorn, 3 and Victor A. Zayas, 4 Members, ASCE.” Journal of Structural Engineering 117 (4): 1201–1217. doi: https://doi.org/10.1061/(ASCE)0733-9445(1991)117:4(1201)
   Web of Science ®Google Scholar
• Mutobe, R. M., and T. R. Cooper. 1999. “Nonlinear Analysis of a Large Bridge with Isolation Bearings.” Computers and Structures 72 (1): 279–292. doi: https://doi.org/10.1016/S0045-7949(99)00018-8
   Google Scholar
• Naeim, F., and J. M. Kelly. 1999. “Design of Seismic Isolated Structures: From Theory to Practice.” Earthquake Spectra 16 (3). https://earthquakespectra.org/doi/abs/10.1193/1.1586135
   Google Scholar
• Prasanth, S., G. Ghosh, P. K. Gupta, C. Casapulla, and L. Giresini. 2023. “Accounting for Resilience in the Selection of R Factors for a RC Unsymmetrical Building.” Applied Sciences (Switzerland) 13 (3): 1316. doi: https://doi.org/10.3390/app13031316
   Web of Science ®Google Scholar
• Sekar, P., G. Ghosh, P. K. Gupta, and V. Kumar. 2023 February. “Selection of Response Reduction Factor Considering Resilience Aspect.” doi: https://doi.org/10.3390/buildings13030626
   Google Scholar
• Solarino, F., and L. Giresini. 2021. “Fragility Curves and Seismic Demand Hazard Analysis of Rocking Walls Restrained with Elasto‐Plastic Ties.” Earthquake Engineering & Structural Dynamics 50 (13): 3602–3622. doi: https://doi.org/10.1002/eqe.3524
   Web of Science ®Google Scholar
• Tsopelas, P., M. C. Constantinou, Y. S. Kim, and S. Okamoto. 1996. “Experimental Study of FPS System in Bridge Seismic Isolation.” Earthquake Engineering and Structural Dynamics 25 (1): 65–78. doi: https://doi.org/10.1002/(SICI)1096-9845(199601)25:1<65:AID-EQE536>3.0.CO;2-A
   Web of Science ®Google Scholar
• Vatanshenas, A., and M. Sadegh. 2020. “Investigating the Effect of Span-Length and Earthquake Directivity on the Response of Multi-Span Continuous Girder Bridges Isolated by Friction Bearings.” Bridge Structures 16 (1): 27–37. doi: https://doi.org/10.3233/BRS-200169
   Web of Science ®Google Scholar
• Wang, Y. P., L. L. Chung, and W. H. Liao. 1998. “Seismic Response Analysis of Bridges Isolated with Friction Pendulum Bearings.” Earthquake Engineering and Structural Dynamics 27 (10): 1069–1093. doi: https://doi.org/10.1002/(SICI)1096-9845(199810)27:10<1069:AID-EQE770>3.0.CO;2-S
   Web of Science ®Google Scholar
• Wang, L., S. Nagarajaiah, W. Shi, and Y. Zhou. 2020. “Study on Adaptive-Passive Eddy Current Pendulum Tuned Mass Damper for Wind-Induced Vibration Control.” The Structural Design of Tall & Special Buildings 29 (15): 1–23. doi: https://doi.org/10.1002/tal.1793
   Web of Science ®Google Scholar
• Wang, L., S. Nagarajaiah, W. Shi, and Y. Zhou. 2021. “Semi-Active Control of Walking-Induced Vibrations in Bridges Using Adaptive Tuned Mass Damper Considering Human-Structure-Interaction.” Engineering Structures 244 (December 2020): 112743. doi: https://doi.org/10.1016/j.engstruct.2021.112743
   Google Scholar
• Wang, L., S. Nagarajaiah, W. Shi, and Y. Zhou. 2022. “Seismic Performance Improvement of Base-Isolated Structures Using a Semi-Active Tuned Mass Damper.” Engineering Structures 271:114963. doi: https://doi.org/10.1016/j.engstruct.2022.114963
   Web of Science ®Google Scholar
• Wang, L., S. Nagarajaiah, Y. Zhou, and W. Shi. 2023. “Experimental Study on Adaptive-Passive Tuned Mass Damper with Variable Stiffness for Vertical Human-Induced Vibration Control.” Engineering Structures 280:115714. doi: https://doi.org/10.1016/j.engstruct.2023.115714
   Web of Science ®Google Scholar
• Wang, L., W. Shi, X. Li, Q. Zhang, and Y. Zhou. 2019. “An Adaptive-Passive Retuning Device for a Pendulum Tuned Mass Damper Considering Mass Uncertainty and Optimum Frequency.” Structural Control and Health Monitoring 26 (7): 1–21. doi: https://doi.org/10.1002/stc.2377
   Web of Science ®Google Scholar
• Wang, L., W. Shi, Q. Zhang, and Y. Zhou. 2020. “Study on Adaptive-Passive Multiple Tuned Mass Damper with Variable Mass for a Large-Span Floor Structure.” Engineering Structures 209 (November): 110010. doi: https://doi.org/10.1016/j.engstruct.2019.110010
   Google Scholar
• Wang, L., W. Shi, and Y. Zhou. 2019. “Study on Self-Adjustable Variable Pendulum Tuned Mass Damper.” The Structural Design of Tall & Special Buildings 28 (1): 1–13. doi: https://doi.org/10.1002/tal.1561
   Web of Science ®Google Scholar
• Wang, L., W. Shi, and Y. Zhou. 2022. “Adaptive-Passive Tuned Mass Damper for Structural Aseismic Protection Including Soil–Structure Interaction.” Soil Dynamics and Earthquake Engineering 158:107298. doi: https://doi.org/10.1016/j.soildyn.2022.107298
   Web of Science ®Google Scholar
• Wang, L., W. Shi, Y. Zhou, and Q. Zhang. 2020. “Semi-Active Eddy Current Pendulum Tuned Mass Damper with Variable Frequency and Damping.” Smart Structures and Systems 25 (1): 65–80. doi: https://doi.org/10.12989/sss.2020.25.1.065
   Web of Science ®Google Scholar
• Wang, Y., L. Wang, and W. Shi. 2021. “Two-Dimensional Air Spring Based Semi-Active TMD for Vertical and Lateral Walking and Wind-Induced Vibration Control.” Structural Engineering and Mechanics 80 (4): 377.
   Web of Science ®Google Scholar
• Wang, L., Y. Zhou, and W. Shi. 2023a. “Seismic Control of a Smart Structure with Semiactive Tuned Mass Damper and Adaptive Stiffness Property.” Earthquake Engineering and Resilience 2 (1): 74–93. doi: https://doi.org/10.1002/eer2.38
   Google Scholar
• Wang, L., Y. Zhou, and W. Shi. 2023b. “Seismic Response Control of a Nonlinear Tall Building Under Mainshock–Aftershock Sequences Using Semi-Active Tuned Mass Damper.” International Journal of Structural Stability and Dynamics 23 (16n18). doi: https://doi.org/10.1142/S0219455423400278
   Web of Science ®Google Scholar
• Yu, L., Z. Tieyi, Y. Fengli, and Y. Guiping. 2008. “Effect of Curvature and Seismic Excitation Characteristics on the Seismic Response of Seismically Isolated Curved Continuous Bridge.” 1–5.
   Google Scholar
• Zayas, V. A., S. S. Low, and S. A. Mahin. 1987. “Seismic Isolation Using the Friction Pendulum System.”
   Google Scholar
• Zayas, V. A., S. S. Low, and S. A. Mahin. 1990. “A Simple Pendulum Technique for Achieving Seismic Isolation.” Earthquake Spectra 6 (2): 317–333. doi: https://doi.org/10.1193/1.1585573
   Google Scholar
• Zhang, H., L. Wang, and W. Shi. 2023. “Seismic Control of Adaptive Variable Stiffness Intelligent Structures Using Fuzzy Control Strategy Combined with LSTM.” Journal of Building Engineering 78:107549. doi: https://doi.org/10.1016/j.jobe.2023.107549
   Web of Science ®Google Scholar
• Zheng, W., H. Wang, J. Li, and H. Shen. 2019a. “Parametric Study of SMA-Based Friction Pendulum System for Response Control of Bridges Under Near-Fault Ground Motions Parametric Study of SMA-Based Friction Pendulum System for Response Control of Bridges Under Near-Fault Ground Motions.” Journal of Earthquake Engineering 1–19. doi: https://doi.org/10.1080/13632469.2019.1582442
   Web of Science ®Google Scholar
• Zheng, W., H. Wang, J. Li, and H. Shen. 2019b. “Performance Evaluation of Bridges Isolated with SMA-Based Friction Pendulum System at Low Temperatures.” Soil Dynamics and Earthquake Engineering 125 (June): 105734. doi: https://doi.org/10.1016/j.soildyn.2019.105734
   Google Scholar