Technical Papers
Apr 18, 2023

Seismic Behavior of the Combined Viscous-Steel Damping System for a Long-Span Suspension Bridge Considering Wave-Passage Effect

Publication: Journal of Bridge Engineering
Volume 28, Issue 7

Abstract

This study investigates the working mechanism and seismic behavior of the Combined Viscous-Steel Damping System (CVSDS) considering the longitudinal wave-passage effect. In the CVSDS, the operational status of the fluid viscous damper (FVD) and the steel damper (SD) can be switched by the fuse–lock device (FLD), which is triggered by the output force of the FVD. The configuration and working mechanism of CVSDS are introduced in detail. A test model is manufactured and examined by cyclic tests to verify its fusing–locking function during cyclic motions. The numerical model of CVSDS is proposed based on the experimental result. The fusing–locking behavior and seismic reduction effectiveness of CVSDS installed in a long-span bridge is analyzed, in which the wave-passage effect is considered. The results show that the fuse–lock function under dynamic loading can be achieved by the proposed FLD. The occurrence condition of the locking mechanism activation depends on the viscous damping force. The traveling wave will induce a delay of the locking time, cause large locking intervals between CVSDSs installed at different positions, and lead to a larger required moving capacity of the CVSDSs. The mitigation effectiveness of CVSDS is significantly reduced due to the wave-passage effect.

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Acknowledgments

This research is funded by the National Natural Science Foundation of China (Nos. 52278232 and 51978667); the Key Project of China State Railway Group Co., Ltd. (No. N2018G070); the Science and Technology Research and Development Program Project of China State Railway Group Co., Ltd. (Major Special Project, No. 2021-Special-04-2); and the Innovation Project for Graduate Students of Central South University (No. 2021zzts0242). These supports are gratefully acknowledged.

References

Adanur, S., A. C. Altunisik, H. B. Basaga, K. Soyluk, and A. A. Dumanoglu. 2017. “Wave-passage effect on the seismic response of suspension bridges considering local soil conditions.” Int. J. Steel Struct. 17 (2): 501–513. https://doi.org/10.1007/s13296-017-6010-z.
Adanur, S., A. C. Altunisik, K. Soyluk, A. A. Dumanoglu, and A. Bayraktar. 2016. “Contribution of local site-effect on the seismic response of suspension bridges to spatially varying ground motions.” Earthquakes Struct. 10 (5): 1233–1251. https://doi.org/10.12989/eas.2016.10.5.1233.
Alizadeh, H., and S. H. H. Lavassani. 2021. “Flutter control of long span suspension bridges in time domain using optimized TMD.” Int. J. Steel Struct. 21 (2): 731–742. https://doi.org/10.1007/s13296-021-00469-y.
Dai, J., Z. D. Xu, P. P. Gai, and Y. W. Xu. 2021. “Mitigation of vortex-induced vibration in bridges using semiactive tuned mass dampers.” J. Bridge Eng. 26 (6): 05021003. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001719.
Feng, D., A. Q. Li, and T. Guo. 2020. “Seismic control of a single-tower extradosed railway bridge using the E-shaped steel damping bearing.” Soil Dyn. Earthquake Eng. 136: 106249. https://doi.org/10.1016/j.soildyn.2020.106249.
Fujino, Y., and D. Siringoringo. 2013. “Vibration mechanisms and controls of long-span bridges: A review.” Struct. Eng. Int. 23 (3): 248–268. https://doi.org/10.2749/101686613X13439149156886.
Guan, Z. G., J. Z. Li, and Y. Xu. 2010. “Performance test of energy dissipation bearing and its application in seismic control of a long-span bridge.” J. Bridge Eng. 15 (6): 622–630. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000099.
Guo, W., J. Z. Li, and Z. G. Guan. 2021. “Shake table test on a long-span cable-stayed bridge with viscous dampers considering wave passage effects.” J. Bridge Eng. 26 (2): 04020118. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001665.
Hu, S. T., D. L. Meng, R. K. Hu, and M. G. Yang. 2023. “A Combined Viscous-Steel Damping System (CVSDS) for longitudinal vibration mitigation of a long-span railway suspension bridge.” J. Earthquake Eng. 27 (5): 1261–1280. https://doi.org/10.1080/13632469.2022.2074915.
Huang, W., M. S. Pei, X. D. Liu, and Y. Wei. 2020. “Design and construction of super-long span bridges in China: Review and future perspectives.” Front. Struct. Civ. Eng. 14 (4): 803–838. https://doi.org/10.1007/s11709-020-0644-1.
Kurino, S., W. Wei, and A. Igarashi. 2021. “Seismic fragility and uncertainty mitigation of cable restrainer retrofit for isolated highway bridges incorporated with deteriorated elastomeric bearings.” Eng. Struct. 237: 112190. https://doi.org/10.1016/j.engstruct.2021.112190.
Li, S., F. H. Dezfuli, J. Q. Wang, and M. S. Alam. 2017. “Longitudinal seismic response control of long-span cable-stayed bridges using shape memory alloy wire-based lead rubber bearings under near-fault records.” J. Intell. Mater. Syst. Struct. 29 (5): 703–728. https://doi.org/10.1177/1045389X17721030.
Liu, J., W. L. Qu, and Y. L. Pi. 2010. “Active/robust control of longitudinal vibration response of floating-type cable-stayed bridge induced by train braking and vertical moving loads.” J. Vib. Control. 16 (6): 801–825. https://doi.org/10.1177/1077546309106527.
Madenci, E., and I. Guven. 2015. The finite element method and applications in engineering using ANSYS. Berlin: Springer.
Martínez-Rodrigo, M. D., and A. Filiatrault. 2015. “A case study on the application of passive control and seismic isolation techniques to cable-stayed bridges: A comparative investigation through non-linear dynamic analyses.” Eng. Struct. 99: 232–252. https://doi.org/10.1016/j.engstruct.2015.04.048.
Park, K. S., H. J. Jung, and I. W. Lee. 2003. “Hybrid control strategy for seismic protection of a benchmark cable-stayed bridge.” Eng. Struct. 25 (4): 405–417. https://doi.org/10.1016/S0141-0296(02)00182-7.
Qin, S. Q., and Z. Y. Gao. 2017. “Developments and prospects of long-span high-speed railway bridge technologies in China.” Engineering 3 (6): 787–794. https://doi.org/10.1016/j.eng.2017.11.001.
Qu, W. L., S. Q. Qin, J. W. Tu, J. Liu, Q. Zhou, H. B. Cheng, and Y. L. Pi. 2009. “Intelligent control for braking-induced longitudinal vibration responses of floating-type railway bridges.” Smart Mater. Struct. 18 (12): 125003. https://doi.org/10.1088/0964-1726/18/12/125003.
Raheem, S. E. A. 2018. “Structural control of cable-stayed bridges under traveling earthquake wave excitation.” Coupled Syst. Mech. 7 (3): 269–280. https://doi.org/10.12989/csm.2018.7.3.269.
Raheem, S. E. A., T. Hayashikawa, and U. Dorka. 2011. “Ground motion spatial variability effects on seismic response control of cable-stayed bridges.” Earthquake Eng. Eng. Vibr. 10 (1): 37–49. https://doi.org/10.1007/s11803-011-0045-5.
Sarrazin, M., O. Moroni, and J. M. Roesset. 2005. “Evaluation of dynamic response characteristics of seismically isolated bridges in Chile.” Earthquake Eng. Struct. Dyn. 34 (4–5): 425–448. https://doi.org/10.1002/eqe.443.
Shen, X., X. Wang, Q. Ye, and A. J. Ye. 2017. “Seismic performance of transverse steel damper seismic system for long span bridges.” Eng. Struct. 141: 14–28. https://doi.org/10.1016/j.engstruct.2017.03.014.
Shen, Y., J. Z. Li, F. Freddi, A. Igarashi, and J. Zhou. 2022. “Numerical investigation of transverse steel damper (TSD) seismic system for suspension bridges considering pounding between girder and towers.” Soil Dyn. Earthquake Eng. 155: 107203. https://doi.org/10.1016/j.soildyn.2022.107203.
Soares, R. W., L. R. Barroso, and O. A. S. Al-Fahdawi. 2019. “Adaptive control for response attenuation of seismically excited cable-stayed bridges.” J. Vib. Control 26 (3–4): 131–145. https://doi.org/10.1177/1077546319878293.
Soneji, B. B., and R. S. Jangid. 2007. “Passive hybrid systems for earthquake protection of cable-stayed bridge.” Eng. Struct. 29 (1): 57–70. https://doi.org/10.1016/j.engstruct.2006.03.034.
Stolarski, T., Y. Nakasone, and S. Yoshimoto. 2018. Engineering analysis with ANSYS software. Oxford, UK: Butterworth-Heinemann.
Tian, Z. Y., and M. L. Luo. 2014. “Traveling wave resonance and simplified analysis method for long-span symmetrical cable-stayed bridges under seismic traveling wave excitation.” Shock Vib. 2014: 602825. https://doi.org/10.1155/2014/602825.
Tonyali, Z., S. Ates, and S. Adanur. 2019. “Spatially variable effects on seismic response of the cable-stayed bridges considering local soil site conditions.” Struct. Eng. Mech. 70 (2): 143–152. https://doi.org/10.12989/sem.2019.70.2.143.
Wang, H., J. Li, and A. Q. Li. 2015. “Influence of apparent wave velocity on seismic performance of a super-long-span triple-tower suspension bridge.” Adv. Mech. Eng. 7 (6): 1687814015589464. https://doi.org/10.1177/1687814015589464.
Xiao, W., Z. Wang, and H. Wei. 2016. “Seismic response analysis of self-anchored suspension bridge with multi-tower.” Int. J. Steel Struct. 16 (4): 1329–1338. https://doi.org/10.1007/s13296-016-0061-4.
Xie, W., L. M. Sun, and M. L. Luo. 2020a. “Wave-passage effects on seismic responses of pile–soil–cable-stayed bridge model under longitudinal non-uniform excitation: Shaking table tests and numerical simulations.” Bull. Earthquake Eng. 18 (11): 5221–5246. https://doi.org/10.1007/s10518-020-00910-3.
Xie, W., L. M. Sun, and M. L. Lou. 2020b. “Shaking table test verification of traveling wave resonance in seismic response of pile–soil–cable-stayed bridge under non-uniform sine wave excitation.” Soil Dyn. Earthquake Eng. 134: 106151. https://doi.org/10.1016/j.soildyn.2020.106151.
Xu, Y., R. L. Wang, and J. Z. Li. 2016. “Experimental verification of a cable-stayed bridge model using passive energy dissipation devices.” J. Bridge Eng. 21 (12): 04016092. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000966.
Xu, Z. D., M. Xu, and D. H. Jia. 2019. “Suppression of vibrations induced by fluctuating wind for long-span cable-stayed bridge using MR dampers.” Int. J. Acoust. Vibr. 24 (2): 262–270. https://doi.org/10.20855/ijav.2019.24.21191.
Yadi, S., B. Suhendro, H. Priyosulistyo, and A. Aminullah. 2019. “Dynamic response of long-span bridges subjected to nonuniform excitation: A state-of-the-art review.” MATEC Web Conf. 258: 05017. https://doi.org/10.1051/matecconf/201925805017.
Yang, D. H., T. H. Yi, H. N. Li, and Y. F. Zhang. 2019a. “Monitoring-based analysis of the static and dynamic characteristic of wind actions for long-span cable-stayed bridge.” J. Civ. Struct. Health Monit. 8 (1): 5–15. https://doi.org/10.1007/s13349-017-0257-0.
Yang, M. G., D. L. Meng, Q. Gao, Y. P. Zhu, and S. T. Hu. 2019b. “Experimental study on transverse pounding reduction of a high-speed railway simply-supported girder bridge using rubber bumpers subjected to earthquake excitations.” Eng. Struct. 196: 109290. https://doi.org/10.1016/j.engstruct.2019.109290.
Yi, J., J. Z. Li, and Z. G. Guan. 2018. “Shake table studies on viscous dampers in seismic control of a single-tower cable-stayed bridge model under near-field ground motions.” J. Earthquake Tsunami 12 (5): 1850011. https://doi.org/10.1142/S1793431118500112.
Yu, C. J., H. Y. Xiang, Y. L. Li, and M. S. Pan. 2018. “Optimization of longitudinal viscous dampers for a freight railway cable-stayed bridge under braking forces.” Smart Struct. Syst. 21 (5): 669–675. https://doi.org/10.12989/sss.2018.21.5.669.
Zheng, S. X., X. H. Shi, H. Y. Jia, C. H. Zhao, H. L. Qu, and X. L. Shi. 2020. “Seismic response analysis of long-span and asymmetrical suspension bridges subjected to near-fault ground motion.” Eng. Fail. Anal. 115: 104615. https://doi.org/10.1016/j.engfailanal.2020.104615.

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 28Issue 7July 2023

History

Received: Feb 27, 2022
Accepted: Feb 28, 2023
Published online: Apr 18, 2023
Published in print: Jul 1, 2023
Discussion open until: Sep 18, 2023

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Authors

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Ph.D. Candidate, National Engineering Research Center of High-Speed Railway Construction Technology, Central South Univ., Changsha 410075, PR China; School of Civil Engineering, Central South Univ., Changsha 410075, PR China. ORCID: https://orcid.org/0000-0001-5074-2625.
Renkang Hu
Ph.D. Candidate, School of Civil Engineering, Central South Univ., Changsha 410075, PR China.
Menggang Yang [email protected]
Professor, National Engineering Research Center of High-Speed Railway Construction Technology, Central South Univ., Changsha 410075, PR China; School of Civil Engineering, Central South Univ., Changsha 410075, PR China (corresponding author). Email: [email protected]
Ph.D. Candidate, School of Civil Engineering, Central South Univ., Changsha 410075, PR China. ORCID: https://orcid.org/0000-0001-7333-3656

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