Numerical Study of the Seismic Responses of Precast Segmental Column Bridge under Spatially Varying Ground Motions
Publication: Journal of Bridge Engineering
Volume 23, Issue 12
Abstract
Compared with traditional monolithic columns, precast segmental columns can significantly reduce the residual displacement after a severe earthquake. Previous studies of precast segmental columns mainly focus on the column itself. Only very limited studies have investigated the seismic responses of a whole bridge structure supported by segmental columns, and all those studies assumed uniform seismic excitation at the multisupports of the bridge, although the spatial variation of earthquake loading may obviously influence the structural responses. Furthermore, the abutments can constrain the structural movement when the gap size of the expansion joint is not big enough to accommodate the relative displacement between the bridge girder and abutment, which may obviously influence the seismically induced pounding of the bridge structure. The effect of abutments on the response of bridge pounding has not yet been systematically investigated. In the present study, numerical simulations were carried out to investigate the seismically induced pounding responses of a bridge structure supported by segmental columns under spatially varying ground motions. Bridge structures without and with abutments were considered. A reference bridge with traditional monolithic columns was also analyzed. The influences of ground-motion spatial variations on the structural responses were systematically investigated. The results reveal that when abutments are not considered, the spatially varying ground excitation can dramatically change the relative pounding compared with uniform seismic loading. When abutments are considered in the numerical model, the influence of spatial variations on the bridge-pounding responses becomes less significant.
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Acknowledgments
The authors gratefully acknowledge the support to conduct the study: the Major Research Plan of China National Railway Ministry of China (2015G002-B); the Research Plan of Sichuan Province, China (2015HH0058); and the Australian Research Council Discovery Project (DP150104346).
References
Bai, F., H. Hao, K. Bi, and H. Li. 2011. “Seismic response analysis of transmission tower-line system on a heterogeneous site to multi-component spatial ground motions.” Adv. Struct. Eng. 14 (3): 457–474. https://doi.org/10.1260/1369-4332.14.3.457.
Bi, K., and H. Hao. 2012. “Modelling and simulation of spatially varying earthquake ground motions at sites with varying conditions.” Probab. Eng. Mech. 29: 92–104. https://doi.org/10.1016/j.probengmech.2011.09.002.
Bi, K., and H. Hao. 2013. “Numerical simulation of pounding damage to bridge structures under spatially varying ground motions.” Eng. Struct. 46: 62–76. https://doi.org/10.1016/j.engstruct.2012.07.012.
Bi, K., and H. Hao. 2015. “Modelling of shear keys in bridge structures under seismic loads.” Soil Dyn. Earthquake Eng. 74: 56–68. https://doi.org/10.1016/j.soildyn.2015.03.013.
Billington, S. L., R. W. Barnes, and J. E. Breen. 2001. “Alternate substructure systems for standard highway bridges.” J. Bridge Eng. 6 (2): 87–94. https://doi.org/10.1061/(ASCE)1084-0702(2001)6:2(87).
Bradley, B. A. 2010. NZ-specific pseudo-spectral acceleration ground motion prediction equations based on foreign models. Research Rep. 2010-03. Christchurch, New Zealand: Dept. of Civil Engineering, Univ. of Canterbury.
Chang, K. C., C. H. Loh, H. S. Chiu, J. S. Hwang, C. B. Cheng, and J. C. Wang. 2002. Seismic behavior of precast segmental bridge columns and design methodology for applications in Taiwan. [In Chinese.] Taipei, Taiwan: Taiwan Area National Expressway Engineering Bureau.
Chou, C., and Y. Chen. 2005. “Cyclic tests of post-tensioned precast CFT segmental bridge columns with unbonded strands.” Earthquake Eng. Struct. Dyn. 35 (2): 159–175. https://doi.org/10.1002/eqe.512.
Chouw, N., and H. Hao. 2005. “Study of SSI and non-uniform ground motion effect on pounding between bridge girders.” Soil. Dyn. Earthquake Eng. 25 (7–10): 717–728. https://doi.org/10.1016/j.soildyn.2004.11.015.
Chouw, N., and H. Hao. 2012. “Pounding damage to buildings and bridges in the 22 February 2011 Christchurch earthquake.” Int. J. Protective Struct. 3 (2): 123–139. https://doi.org/10.1260/2041-4196.3.2.123.
ElGawady, M. A., and A. Sha’lan. 2011. “Seismic behavior of self-centering precast segmental bridge bents.” J. Bridge Eng. 16 (3): 328–339. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000174.
Guo, A., Z. Li, H. Li, and J. Ou. 2009. “Experimental and analytical study on pounding reduction of base-isolated highway bridges using MR dampers.” Earthquake Eng. Struct. Dyn. 38 (11): 1307–1333. https://doi.org/10.1002/eqe.903.
Hao, H., K. Bi, N. Chouw, and W. Ren. 2013. “State-of-the-art review on seismic induced pounding response of bridge structures.” J. Earthquake Tsunami 7 (3): 1350019. https://doi.org/10.1142/S179343111350019X.
Hao, H., C. S. Oliveira, and J. Panzien. 1989. “Multiple-station ground motion processing and simulation based on SMART-1.” Nucl. Eng. Des. 111 (3): 293–310. https://doi.org/10.1016/0029-5493(89)90241-0.
Haraldsson, O. S., T. M. Janes, M. O. Eberhard, and J. F. Stanton. 2013. “Seismic resistance of socket connection between footing and precast column.” J. Bridge Eng. 18 (9): 910–919. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000413.
He, L., B. Shrestha, H. Hao, K. Bi, and W. Ren. 2016. “Experimental and three-dimensional finite element method studies on pounding responses of bridge structures subjected to spatially varying ground motions.” Adv. Struct. Eng. 20 (1): 105–124. https://doi.org/10.1177/1369433216646009.
Hewes, J. T., and N. Priestley. 2002. Seismic design and performance of precast concrete segmental bridge columns. Rep. No. SSRP-2001/25. Sacramento, CA: California Dept. of Transportation.
Jankowski, R., K. Wilde, and Y. Fujino. 1998. “Pounding of superstructure segments in isolated elevated bridge during earthquakes.” Earthquake Eng. Struct. Dyn. 27 (5): 487–502. https://doi.org/10.1002/(SICI)1096-9845(199805)27:5%3C487::AID-EQE738%3E3.0.CO;2-M.
Li, B., and N. Chouw. 2014. “Experimental investigation of inelastic bridge response under spatially varying excitations with pounding.” Eng. Struct. 79: 106–116. https://doi.org/10.1016/j.engstruct.2014.08.012.
Li, B., K. Bi, N. Chouw, J. W. Butterworth, and H. Hao. 2012. “Experimental investigation of spatially varying effect of ground motions on bridge pounding.” Earthquake Eng. Struct. Dyn. 41 (14): 1959–1976. https://doi.org/10.1002/eqe.2168.
Li, B., K. Bi, N. Chouw, J. W. Butterworth, and H. Hao. 2013. “Effect of abutment excitation on bridge pounding.” Eng. Struct. 54: 57–68. https://doi.org/10.1016/j.engstruct.2013.03.034.
Lin, C. J., H. Hung, K. Liu, and J. Chai. 2008. “Reconnaissance Rep. of 0512 China Wenchuan earthquake on bridges.” In Proc., 14th World Conf. on Earthquake Engineering. Tokyo: International Association for Earthquake Engineering.
Lowes, L. N., N. Mitra, and A. Altoontash. 2004. A beam-column joint model for simulating the earthquake response of reinforced concrete frames. Rep. No. PEER 2003/10. Berkeley, CA: Pacific Earthquake Engineering Research Center, Univ. of California, Berkeley.
Mantawy, I. M., T. Thonstad, D. H. Sanders, J. F. Stanton, and M. O. Eberhard. 2016. “Seismic performance of precast, pretensioned, and cast-in-place bridges: Shake table test comparison.” J. Bridge Eng. 21 (10): 04016071. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000934.
Marriott, D., S. Pampanin, and A. Palermo. 2008. “Quasi-static and pseudo-dynamic testing of unbonded post-tensioned rocking bridge piers with external replaceable dissipaters.” Earthquake Eng. Struct. Dyn. 38 (3): 331–354. https://doi.org/10.1002/eqe.857.
Megally, S., F. Seible, M. Garg, and R. K. Dowell. 2002. “Seismic performance of precast segmental bridge superstructures with internally bonded prestressing tendons.” PCI J. 47 (2): 40–56. https://doi.org/10.15554/pcij.03012002.40.56.
Mehrsoroush, A., and M. S. Saiidi. 2016. “Cyclic response of precast bridge piers with novel column-base pipe pins and pocket cap beam connections.” J. Bridge Eng. 21 (4): 04015080. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000833.
Motaref, S., M. S. Saiidi, and D. H. Sanders. 2010. “Experimental study of precast bridge columns with built-in elastomer.” Transp. Res. Rec. 2202 (1): 109–116. https://doi.org/10.3141/2202-14.
Motaref, S., M. S. Saiidi, and D. H. Sanders. 2011. Seismic response of precast bridge columns with energy dissipating joints. Rep. No. CCEER-11-01. Sacramento, CA: California Dept. of Transportation.
Ou, Y., M. Chiewanichakorn, A. J. Aref, and G. C. Lee. 2007. “Seismic performance of segmental precast unbonded posttensioned concrete bridge columns.” J. Struct. Eng. 133 (11): 1636–1647. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:11(1636).
Ou, Y., M. Tsai, K. Chang, and G. C. Lee. 2010. “Cyclic behavior of precast segmental concrete bridge columns with high performance or conventional steel reinforcing bars as energy dissipation bars.” Earthquake Eng. Struct. Dyn. 39 (11): 1181–1198. https://doi.org/10.1002/eqe.986.
Raheem, S. E. A. 2009. “Pounding mitigation and unseating prevention at expansion joints of isolated multi-span bridges.” Eng. Struct. 31 (10): 2345–2356. https://doi.org/10.1016/j.engstruct.2009.05.010.
Saiidi, M. S., A. Vosooghi, and R. B. Nelson. 2013. “Shake-table studies of a four-span reinforced concrete bridge.” J. Struct. Eng. 139 (8): 1352–1361. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000790.
Shi, Z., and E. G. Dimitrakopoulos. 2017. “Comparative evaluation of two simulation approaches of deck-abutment pounding in bridges.” Eng. Struct. 148: 541–551. https://doi.org/10.1016/j.engstruct.2017.06.077.
Shrestha, B., H. Hao, and K. Bi. 2014. “Effectiveness of using rubber bumper and restrainer on mitigating pounding and unseating damage of bridge structures subjected to spatially varying ground motions.” Eng. Struct. 79: 195–210. https://doi.org/10.1016/j.engstruct.2014.08.020.
Shrestha, B., H. Hao, and K. Bi. 2017. “Devices for protecting bridge superstructure from pounding and unseating damages: An overview.” Struct. Infrastruct. Eng. 13 (3): 313–330. https://doi.org/10.1080/15732479.2016.1170155.
Sideris, P., A. J. Aref, and A. Filiatrault. 2014. “Large-scale seismic testing of a hybrid sliding-rocking posttensioned segmental bridge system.” J. Struct. Eng. 140 (6): 04014025. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000961.
SNZ (Standards New Zealand). 2004. Structural design actions. Part 5: Earthquake actions. NZ 1170. Wellington, NZ: Standards New Zealand.
Taylor, A. W., C. Kuo, K. Wellenius, and D. Chung. 1997. A summary of cyclic lateral load tests on rectangular reinforced concrete columns. Rep. No. NISTIR 5984. Gaithersburg, MD: National Institute of Standards and Technology.
Tazarv, M., and M. S. Saiidi. 2014. Next generation of bridge columns for accelerated bridge construction in high seismic zones. Rep. No. CCA14–176. Sacramento, CA: California Dept. of Transportation.
Tazarv, M., and M. S. Saiidi. 2015. “UHPC-filled duct connections for accelerated bridge construction of RC columns in high seismic zones.” Eng. Struct. 99: 413–422. https://doi.org/10.1016/j.engstruct.2015.05.018.
Tazarv, M., and M. S. Saiidi. 2016. “Low-damage precast columns for accelerated bridge construction in high seismic zones.” J. Bridge Eng. 21 (3): 04015056. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000806.
Uzarski, J., and C. Arnold. 2001. Chi-Chi, Taiwan, earthquake of September 21, 1999: Reconnaissance report. MCEER-00-0003. Buffalo, NY: Multidisciplinary Center for Earthquake Engineering Research.
Wang, J., Y. Ou, K. Chang, and G. C. Lee. 2008. “Large-scale seismic tests of tall concrete bridge columns with precast segmental construction.” Earthquake Eng. Struct. Dyn. 37 (12): 1449–1465. https://doi.org/10.1002/eqe.824.
Yashinsky, M., R. Oviedo, S. Ashford, L. Fargier-Gabaldon, and M. Hube. 2010. Performance of highway and railway structures during the February 27, 2010, Maule Chile earthquake. EERI/PEER/FHWA Bridge Team Rep. Berkeley, CA: Pacific Earthquake Engineering Research Center, Univ. of California, Berkeley.
Zaghi, A. E., M. S. Saiidi, and S. El-Azazi. 2011. “Shake table studies of a concrete bridge pier utilizing pipe-pin two-way hinges.” J. Bridge Eng. 16 (5): 587–596. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000191.
Zanardo, G., H. Hao, and C. Modena. 2002. “Seismic response of multi-span simply supported bridges to a spatially varying earthquake ground motion.” Earthquake Eng. Struct. Dyn. 31 (6): 1325–1345. https://doi.org/10.1002/eqe.166.
Zhang, N. 2014. “Dynamic properties and application of steel fiber reinforced self-consolidating concrete to segmental bridge columns in moderate-to-high seismic regions.” Ph.D. thesis, State Univ. of New York at Buffalo.
Zhao, L., K. Bi, H. Hao, and X. Li. 2017. “Numerical studies on the seismic responses of bridge structures with precast segmental columns.” Eng. Struct. 151: 568–583. https://doi.org/10.1016/j.engstruct.2017.08.018.
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© 2018 American Society of Civil Engineers.
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Received: Jan 8, 2018
Accepted: Jun 15, 2018
Published online: Oct 3, 2018
Published in print: Dec 1, 2018
Discussion open until: Mar 3, 2019
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