246
Views
0
CrossRef citations to date
0
Altmetric
Research Article

Effect of Multi-Components Strong Motion Duration on Seismic Performance of High CFRDs Based on Fragility Analysis

, , &
Pages 2587-2605 | Received 11 Nov 2021, Accepted 26 Jul 2022, Published online: 12 Sep 2022

References

  • Baker, J. W. 2015. Efficient analytical fragility function fitting using dynamic structural analysis. Earthquake Spectra 31 (1): 579–99. doi: 10.1193/021113EQS025M.
  • Barbosa, A. R., F. L. Ribeiro, and L. A. Neves. 2017. Influence of earthquake ground motion duration on damage estimation: Application to steel moment resisting frames. Earthquake Engineering & Structural Dynamics 46 (1): 27–49. doi: 10.1002/eqe.2769.
  • Belejo, A., A. R. Barbosa, and R. Bento. 2017. Influence of ground motion duration on damage index-based fragility assessment of a plan-asymmetric non-ductile reinforced concrete building. Engineering Structures 151: 682–703. doi: 10.1016/j.engstruct.2017.08.042.
  • Bojorquez, E., I. Iervolino, G. Manfredi, and E. Cosenza. 2006. Influence of ground motion duration on degrading SDOF systems. First European Conference on Earthquake Engineering and Seismology, Geneva: 3–8 [ paper #425].
  • Bommer, J. J., and A. Martinez-Pereira. 1999. The effective duration of earthquake strong motion. Journal of Earthquake Engineering 3 (2): 127–72. doi: 10.1080/13632469909350343.
  • Bureau, G., R. L. Volpe, W. H. Roth, and T. Udaka. 1985. Seismic analysis of concrete face rockfill dams. Proceedings of Symposium on Concrete Face Rockfill Dams—Design, Construction, and Performance. ASCE, New York, 479–508.
  • Chandramohan, R., J. W. Baker, and G. G. Deierlein. 2016. Quantifying the influence of ground motion duration on structural collapse capacity using spectrally equivalent records. Earthquake Spectra 32 (2): 927–50. doi: 10.1193/122813eqs298mr2.
  • COSMOS. COSMOS virtual data center. <http://db.cosmos-eq.erg/scripts/default.plx>
  • Dakoulas, P. 2012a. Longitudinal vibrations of tall concrete faced rockfill dams in narrow canyons. Soil Dynamics and Earthquake Engineering 41: 44–58. doi: 10.1016/j.soildyn.2012.05.010.
  • Dakoulas, P. 2012b. Nonlinear seismic response of tall concrete-faced rockfill dams in narrow canyons. Soil Dynamics and Earthquake Engineering 34 (1): 11–24. doi: 10.1016/j.soildyn.2011.09.004.
  • Ding, X., G. Kong, P. Li, and M. Zhu. 2012. Finite element analysis of dynamic response of Maoergai earth-rockfill dam in earthquake disaster. Disaster Advances 5 (4): 1004–09.
  • Du, W., X. Yu, and C. Ning. 2020. Influence of earthquake duration on structural collapse assessment using hazard-consistent ground motions for shallow crustal earthquakes. Bulletin of Earthquake Engineering 18 (7): 3005–23. doi: 10.1007/s10518-020-00814-2.
  • Foschaar, J. C., J. W. Baker, and G. G. Deierlein. 2012. Preliminary assessment of ground motion duration effects on structural collapse. Proceedings of the 15th world conference on earthquake engineering, Lisbon, Portugal.
  • Ghaemi, A., and J. Konrad. 2020. A semi-empirical relationship for predicting earthquake-induced crest settlement of concrete faced rockfill dams. Soil Dynamics and Earthquake Engineering 132: 105990. doi: 10.1016/j.soildyn.2019.105990.
  • Hancock, J., and J. J. Bommer. 2006. A state-of-knowledge review of the influence of strong-motion duration on structural damage. Earthquake Spectra 22 (3): 827–45. doi: 10.1193/1.2220576.
  • Han, X., and Y. Guo. 2022. Seismic performance assessment of high concrete-face rockfill dam under near fault earthquakes. Water Resources and Power 40 (1): 98–102.
  • Han, B., L. Zdravković, and S. Kontoe. 2018. Analytical and numerical investigation of site response due to vertical ground motion. Geotechnique 68 (6): 467–80. doi: 10.1680/jgeot.15.P.191.
  • Hou, H., and B. Qu. 2015. Duration effect of spectrally matched ground motions on seismic demands of elastic perfectly plastic SDOFS. Engineering Structures 90 (1): 48–60. doi: 10.1016/j.engstruct.2015.02.013.
  • Husid, R. 1969. Características de terremotos. Análisis general. Revista IDIEM 8 (1): 21.
  • Iervolino, I., G. Manfredi, and E. Cosenza. 2006. Ground motion duration effects on nonlinear seismic response. Earthquake Engineering & Structural Dynamics 35 (1): 21–38. doi: 10.1002/eqe.529.
  • Kan, M. E., and H. A. Taiebat. 2015. Application of advanced bounding surface plasticity model in static and seismic analyses of Zipingpu Dam. Canadian Geotechnical Journal 53 (3): 455–71. doi: 10.1139/cgj-2015-0120.
  • Kartal, M. E., A. Bayraktar, and H. B. Başağa. 2010. Seismic failure probability of concrete slab on CFR dams with welded and friction contacts by response surface method. Soil D ynamics and Earthquake Engineering 30 (11): 1383–99. doi: 10.1016/j.soildyn.2010.06.013.
  • Kong, X. J., R. Pang, D. G. Zou, B. Xu, and Y. Zhou. 2017. Seismic performance evaluation of high CFRD based on incremental dynamic analysis. Chinese Journal of Geotechnical Engineering 1 (6): 6–20.
  • Kong, X., Y. Zhou, D. Zou, and B. Xu. 2011. Aftershock records of Wenchuan earthquake and seismic response of Zipingpu concrete face rock-fill dam. Chinese Journal of Geotechnical Engineering 33 (5): 673–78.
  • Kramer, S. L. 1996. Geotechnical earthquake engineering. New Jersey: Pearson Education India.
  • Li, H., S. Chi, H. Zhong, and G. Lin. 2007. Effects of time-history vertical acceleration on seismic design of high rock-fill dams. 3rd Sino-Japan Geotechnical Symposium, Chongqing, China, 334–43.
  • Ling, H. I., and H. Liu. 2003. Pressure-level dependency and densification behavior of sand through generalized plasticity model. Journal of Engineering Mechanics 129 (8): 851–60. doi: 10.1061/(ASCE)0733-9399(2003)129:8(851).
  • Liu, Z. 2013. Earth-rockfii dam seismic strain analysis and materials dynamic parameters back-analysis. Dalian: Dalian university of technology.
  • Liu, J., X. Kong, and D. Zou. 2015. Effects of particle breakage due to vibration compaction on the deformation behavior of rockfill dam. Shuili Xuebao 46 (8): 934–42.
  • Liu, J., and Y. Lu. 1998. A direct method for analysis of dynamic soil-structure interaction based on interface idea. Developments in Geotechnical Engineering. Elsevier 83: 261–76.
  • Liu, H., and D. Zou. 2013. Associated generalized plasticity framework for modeling gravelly soils considering particle breakage. Journal of Engineering Mechanics 139 (5): 606–15. doi: 10.1061/(ASCE)EM.1943-7889.0000513.
  • Ou, Y., J. Song, P. Wang, L. Adidharma, K. Chang, and G. C. Lee. 2014. Ground motion duration effects on hysteretic behavior of reinforced concrete bridge columns. Journal of Structural Engineering 140 (3): 4013065. doi: 10.1061/(ASCE)ST.1943-541X.0000856.
  • Oyarzo-Vera, C., and N. Chouw. 2008. Effect of earthquake duration and sequences of ground motions on structural responses. 10th International Symposium on Structural Engineering for Young Experts, Changsha, China.
  • Pang, R., B. Xu, X. Kong, and D. Zou. 2018a. Seismic fragility for high CFRDs based on deformation and damage index through incremental dynamic analysis. Soil Dynamics and Earthquake Engineering 104: 432–36. doi: 10.1016/j.soildyn.2017.11.017.
  • Pang, R., B. Xu, Y. Zhou, X. Zhang, and X. Wang. 2020. Fragility analysis of high CFRDs subjected to mainshock-aftershock sequences based on plastic failure. Engineering Structures 206: 110152. doi: 10.1016/j.engstruct.2019.110152.
  • Pang, R., B. Xu, D. Zou, and X. Kong. 2018b. Stochastic seismic performance assessment of high CFRDs based on generalized probability density evolution method. Computers and Geotechnics 97: 233–45. doi: 10.1016/j.compgeo.2018.01.016.
  • Pang, R., B. Xu, D. Zou, and X. Kong. 2019. Seismic performance assessment of high CFRDs based on fragility analysis. Science China Technological Sciences 62 (4): 635–48. doi: 10.1007/s11431-017-9220-8.
  • Pastor, M., O. C. Zienkiewicz, and A. Chan. 1990. Generalized plasticity and the modelling of soil behaviour. International Journal for Numerical and Analytical Methods in Geomechanics 14 (3): 151–90. doi: 10.1002/nag.1610140302.
  • Pastor, M., O. C. Zienkiewicz, and K. H. Leung. 1985. Simple model for transient soil loading in earthquake analysis. II. Non-associative models for sands. International Journal for Numerical and Analytical Methods in Geomechanics 9 (5): 477–98. doi: 10.1002/nag.1610090506.
  • PEER Strong Motion Database. <http://peer.berkeley.edu>
  • Saberi, M., C. Annan, and J. M. Konrad. 2022. Seismic response analysis of face slabs in concrete face rockfill dams. Journal of Earthquake Engineering 26 (1): 192–220. doi: 10.1080/13632469.2019.1666756.
  • SeismoMatch. <https://seismosoft.com/products/seismomatch/>
  • Swaisgood, J. R. 2003. Embankment dam deformations caused by earthquakes. Pacific conference on earthquake, 14, Christchurch, New Zealand.
  • Wang, G. 2014. Dynamic response and damage mechanism of concrete gravity dams under extreme loadings. China: Tianjin University.
  • Wang, C., H. Hao, S. Zhang, and G. Wang. 2020. Influence of ground motion duration on responses of concrete gravity dams. Journal of Earthquake Engineering 24 (7): 1156–80. doi: 10.1080/13632469.2018.1453422.
  • Wang, W., D. Li, Y. Liu, and W. Du. 2021a. Influence of ground motion duration on the seismic performance of earth slopes based on numerical analysis. Soil Dynamics and Earthquake Engineering 143: 106595. doi: 10.1016/j.soildyn.2021.106595.
  • Wang, D., H. Liu, and Y. U. Tao. 2013. Seismic fragility analysis for earth-rockfill dams based on deformation. Chinese Journal of Geotechnical Engineering 35 (5): 814–19.
  • Wang, G., Y. Wang, W. Lu, P. Yan, W. Zhou, and M. Chen. 2016. A general definition of integrated strong motion duration and its effect on seismic demands of concrete gravity dams. Engineering Structures 125: 481–93. doi: 10.1016/j.engstruct.2016.07.033.
  • Wang, G., Y. Wang, W. Zhou, and C. Zhou. 2015a. Integrated duration effects on seismic performance of concrete gravity dams using linear and nonlinear evaluation methods. Soil Dynamics and Earthquake Engineering 79: 223–36. doi: 10.1016/j.soildyn.2015.09.020.
  • Wang, X., B. Xue, B. Xu, and R. Pang. 2021b. Role of strong motion duration on seismic responses of high concrete faced rockfill dams. Structures 30: 1092–102. doi: 10.1016/j.istruc.2021.03.092.
  • Wang, G., S. Zhang, C. Zhou, and W. lu. 2015b. Correlation between strong motion durations and damage measures of concrete gravity dams. Soil Dynamics and Earthquake Engineering 69: 148–62. doi: 10.1016/j.soildyn.2014.11.001.
  • Westergaard, H. M. 1933. Water pressures on dams during earthquakes. Transactions of the American Society of Civil Engineers 98 (2): 418–33. doi: 10.1061/TACEAT.0004496.
  • Xu, B., R. Pang, and Y. Zhou. 2020. Verification of stochastic seismic analysis method and seismic performance evaluation based on multi-indices for high CFRDs. Engineering Geology 264: 105412. doi: 10.1016/j.enggeo.2019.105412.
  • Xu, B., X. Wang, R. Pang, and Y. Zhou. 2018. Influence of strong motion duration on the seismic performance of high CFRDs based on elastoplastic analysis. Soil Dynamics and Earthquake Engineering 114: 438–47. doi: 10.1016/j.soildyn.2018.08.004.
  • Xu, B., Y. Zhou, and D. Zou. 2014. Numerical simulation on slabs dislocation of Zipingpu concrete faced rockfill dam during the Wenchuan earthquake based on a generalized plasticity model. The Scientific World Journal 2014: 572407. doi: 10.1155/2014/572407.
  • Xu, B., D. Zou, X. Kong, Z. Hu, and Y. Zhou. 2015. Dynamic damage evaluation on the slabs of the concrete faced rockfill dam with the plastic-damage model. Computers and Geotechnics 65: 258–65. doi: 10.1016/j.compgeo.2015.01.003.
  • Xu, B., D. Zou, X. Kong, Y. Zhou, and X. Liu. 2017. Concrete slab dynamic damage analysis of CFRD based on concrete nonuniformity. International Journal of Geomechanics 17 (9): 4017055. doi: 10.1061/(ASCE)GM.1943-5622.0000939.
  • Xu, B., D. Zou, and H. Liu. 2012. Three-dimensional simulation of the construction process of the Zipingpu concrete face rockfill dam based on a generalized plasticity model. Computers and Geotechnics 43: 143–54. doi: 10.1016/j.compgeo.2012.03.002.
  • Zhang, S., G. Wang, B. Pang, and C. Du. 2013. The effects of strong motion duration on the dynamic response and accumulated damage of concrete gravity dams. Soil Dynamics and Earthquake Engineering 45: 112–24. doi: 10.1016/j.soildyn.2012.11.011.
  • Zhou, Y., Y. Zhang, R. Pang, and B. Xu. 2021. Seismic fragility analysis of high concrete faced rockfill dams based on plastic failure with support vector machine. Soil Dynamics and Earthquake Engineering 144: 106587. doi: 10.1016/j.soildyn.2021.106587.
  • Zienkiewicz, O. C., and Z. Mroz. 1984. Generalized plasticity formulation and applications to geomechanics. Mechanics of Engineering Materials 44 (3): 655–80.
  • Zou, D. G., X. J. Kong, and B. Xu. 2005. Geotechnical dynamic nonlinear analysis GEODYNA. Dalian: Faculty of Infrastructure Engineering, Dalian University of Technology.
  • Zou, D., B. Xu, X. Kong, H. Liu, and Y. Zhou. 2013. Numerical simulation of the seismic response of the Zipingpu concrete face rockfill dam during the Wenchuan earthquake based on a generalized plasticity model. Computers and Geotechnics 49: 111–22. doi: 10.1016/j.compgeo.2012.10.010.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.