Abstract
The new steel–concrete composite rigid-frame bridge (SCCRFB) with concrete-filled double skin steel tube (CFDST) piers has been verified showing superior seismic performance, and a promising structural solution for bridge constructions near or above active faults. Previous experimental and numerical studies revealed that the damages of this bridge type under across-fault ground motions mainly concentrate on the two CFDST piers. This paper investigates the effectiveness of damage mitigation measures for the SCCRFB with CFDST piers by using numerical simulations. Three detailed three-dimensional (3D) finite element (FE) bridge models are developed by using the explicit FE code LS-DYNA, in which Model A represents a reference SCCRFB with CFDST piers, and Models B and C employ different stiffeners at the two ends of the CFDST piers aiming to mitigate the damages induced by the effect of across-fault ground movements. Two pairs of across-fault ground motions with thrust and strike-slip mechanisms are considered, and the influence of fling-step is parametrically investigated. Numerical results including structural damages and responses are presented and the damage mechanisms are analyzed. Numerical results indicate that the strengthening measure used in Model C can effectively restrain local buckling of the steel tubes under both types of across-fault ground motions and is a practical option for SCCRFB with CFDST piers to mitigate the potential fault-crossing hazard. This study provides useful references for the seismic design of SCCRFB with CFDST piers crossing active faults.
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References
Abrahamson N (2001) Incorporating effects of near fault tectonic deformation into design ground motions. A presentation sponsored by EERI Visiting Professional Program. University at Buffalo, Buffalo
Anastasopoulos I, Gazetas G, Drosos V, Georgarakos T, Kourkoulis R (2008) Design of bridges against large tectonic deformation. Earthq Eng Eng Vib 7(4):345–368. https://doi.org/10.1007/s11803-008-1001-x
Aydan Ö (2003) Actual observations and numerical simulations of surface fault ruptures and their effects engineering structures. In: The eight US-Japan workshop on earthquake resistant design of lifeline facilities and countermeasures against liquefaction. Technical report MCEER-03-0003, Tokyo, Japan, pp 227–237
Bi K, Hao H (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
Bolt BA, Abrahamson NA (2003) Estimation of strong seismic ground motions. In: Lee WHK, Kanamori H, Jennings PC, Kisslinger C (eds) International handbook of earthquake and engineering seismology part B. Academic Press, New York, pp 983–1001
Chang K-C, Chang D-W, Tsai M-H, Sung Y-C (2000) Seismic performance of highway bridges. Earthq Eng Eng Seismol 2(1):55–77
Chen J, Teng J (2001) Anchorage strength models for FRP and steel plates bonded to concrete. J Struct Eng 127(7):784–791. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:7(784)
Dreger D, Hurtado G, Chopra A, Larsen S (2011) Near-field across-fault seismic ground motions. Bull Seismol Soc Am 101(1):202–221. https://doi.org/10.1785/0120090271
Faccioli E, Anastasopoulos I, Gazetas G, Callerio A, Paolucci R (2008) Fault rupture–foundation interaction: selected case histories. Bull Earthq Eng 6(4):557–583. https://doi.org/10.1007/s10518-008-9089-y
fib (2013) fib Model Code for concrete structures 2010. Ernst & Sohn, Berlin
Ge H, Usami T (1996) Cyclic tests of concrete-filled steel box columns. J Struct Eng 122(10):1169–1177. https://doi.org/10.1061/(ASCE)0733-9445(1996)122:10(1169)
Goel RK, Chopra AK (2009a) Linear analysis of ordinary bridges crossing fault-rupture zones. J Bridge Eng 14(3):203–215. https://doi.org/10.1061/(ASCE)1084-0702(2009)14:3(203)
Goel RK, Chopra AK (2009b) Nonlinear analysis of ordinary bridges crossing fault-rupture zones. J Bridge Eng 14(3):216–224. https://doi.org/10.1061/(ASCE)1084-0702(2009)14:3(216)
Han L-H, Huang H, Tao Z, Zhao X-L (2006) Concrete-filled double skin steel tubular (CFDST) beam-columns subjected to cyclic bending. Eng Struct 28(12):1698–1714. https://doi.org/10.1016/j.engstruct.2006.03.004
Han Q, Du X, Liu J, Li Z, Li L, Zhao J (2009) Seismic damage of highway bridges during the 2008 Wenchuan earthquake. Earthq Eng Eng Vib 8(2):263–273. https://doi.org/10.1007/s11803-009-8162-0
Hao H, Tang EK (2010) Numerical simulation of a cable-stayed bridge response to blast loads, part II: damage prediction and FRP strengthening. Eng Struct 32(10):3193–3205. https://doi.org/10.1016/j.engstruct.2010.06.006
Hisada Y, Bielak J (2003) A theoretical method for computing near-fault ground motions in layered half-spaces considering static offset due to surface faulting, with a physical interpretation of fling step and rupture directivity. Bull Seismol Soc Am 93(3):1154–1168. https://doi.org/10.1785/0120020165
Hsu YT, Fu CC (2004) Seismic effect on highway bridges in Chi Chi earthquake. J Perform Constr Facil 18(1):47–53. https://doi.org/10.1061/(ASCE)0887-3828(2004)18:1(47)
Hui Y (2015) Study on ground motion input and seismic response of bridges crossing active fault. Dissertation Ph.D. Southeast University, Nanjing, China (in Chinese)
Hui Y, Wang K (2015a) Earthquake motion input method for bridges crossing fault based on multi-support excitation displacement input model. J Southeast Univ (Nat Sci Ed) 45(03):557–562 (in Chinese)
Hui Y, Wang K (2015b) Study of seismic response features of bridges crossing faults. Bridge Constr 45(03):70–75 (in Chinese)
Hui Y, Wang K, Wu G, Li C (2015) Seismic responses of bridges crossing faults and their best crossing angles. J Vib Shock 34(13):6–11 (in Chinese)
Kawashima K (2002) Damage of bridges resulting from fault rupture in the 1999 Kocaeli and Duzce, Turkey earthquakes and the 1999 Chi–Chi, Taiwan earthquake. Struct Eng Earthq Eng 19(02):179s-197s. https://doi.org/10.2208/jsceseee.19.179s
Kawashima K, Takahashi Y, Ge H, Wu Z, Zhang J (2009) Reconnaissance report on damage of bridges in 2008 Wenchuan, China, earthquake. J Earthq Eng 13(7):965–996. https://doi.org/10.1080/13632460902859169
Lee GC, Loh C-H (2000) The Chi–Chi, Taiwan earthquake of September 21, 1999: reconnaissance report. The Multidisciplinary Center for Earthquake Engineering Research, Buffalo
Li J, Hao H (2013) Numerical study of structural progressive collapse using substructure technique. Eng Struct 52:101–113. https://doi.org/10.1016/j.engstruct.2013.02.016
Li S, Zhang F, Wang J, Alam MS, Zhang J (2016) Effects of near-fault motions and artificial pulse-type ground motions on super-span cable-stayed bridge systems. J Bridge Eng 22(3):04016128. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001008
Li C, Hao H, Bi K (2019a) Seismic performance of precast concrete-filled circular tube segmental column under biaxial lateral cyclic loadings. Bull Earthq Eng 17(1):271–296. https://doi.org/10.1007/s10518-018-0443-4
Li M, Zong Z, Hao H, Zhang X, Lin J, Xie G (2019b) Experimental and numerical study on the behaviour of CFDST columns subjected to close-in blast loading. Eng Struct 185:203–220. https://doi.org/10.1016/j.engstruct.2019.01.116
Liang W, Dong J, Wang Q (2019) Mechanical behaviour of concrete-filled double-skin steel tube (CFDST) with stiffeners under axial and eccentric loading. Thin Wall Struct 138:215–230. https://doi.org/10.1016/j.tws.2019.02.002
Lin Y, Zong Z, Tian S, Lin J (2018) A new baseline correction method for near-fault strong-motion records based on the target final displacement. Soil Dyn Earthq Eng 114:27–37. https://doi.org/10.1016/j.soildyn.2018.06.036
Lin Y, Bi K, Zong Z, Hao H, Lin J, Chen Y (2020a) Seismic performance of steel–concrete composite rigid-frame bridge: shake table test and numerical simulation. J Bridge Eng 25(7):04020032. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001558
Lin Y, Zong Z, Bi K, Hao H, Lin J, Chen Y (2020b) Experimental and numerical studies of the seismic behavior of a steel–concrete composite rigid-frame bridge subjected to the surface rupture at a thrust fault. Eng Struct 205:110105. https://doi.org/10.1016/j.engstruct.2019.110105
Lin Y, Chen Y, Zong Z, Lin J, Tang G, He X (2020c) A new hybrid input strategy to reproduce across-fault ground motions on multi-shaking tables. J Test Eval. https://doi.org/10.1520/JTE20190797
LS-DYNA keyword user’s manual R9.0 (2016) Livermore Software Technology Corporation, Livermore, California
Ma K-F, Mori J, Lee S-J, Yu S (2001) Spatial and temporal distribution of slip for the 1999 Chi–Chi, Taiwan, earthquake. Bull Seismol Soc Am 91(5):1069–1087. https://doi.org/10.1785/0120000728
Malvar LJ (1998) Review of static and dynamic properties of steel reinforcing bars. ACI Mater J 95(5):609–616
Mehr M, Zaghi AE (2016) Seismic response of multi-frame bridges. Bull Earthq Eng 14(4):1219–1243. https://doi.org/10.1007/s10518-016-9882-y
Murono Y, Miroku A, Konno K (2004) Experimental study on mechanism of fault-induced damage of bridges. In: 13th world conference on earthquake engineering, Vancouver, B.C., Canada
Nie J (2011) Steel–concrete composite bridge. China Communications Press, Beijing (in Chinese)
Pan Z, Fu CC, Jiang Y (2010) Uncertainty analysis of creep and shrinkage effects in long-span continuous rigid frame of Sutong Bridge. J Bridge Eng 16(2):248–258. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000147
Park S, Ghasemi H, Shen J, Somerville P, Yen W, Yashinsky M (2004) Simulation of the seismic performance of the Bolu Viaduct subjected to near-fault ground motions. Earthq Eng Struct Dyn 33(13):1249–1270. https://doi.org/10.1002/eqe.395
Roussis PC, Constantinou MC, Erdik M, Durukal E, Dicleli M (2002) Assessment of performance of Bolu Viaduct in the 1999 Duzce earthquake in Turkey. The Multidisciplinary Center for Earthquake Engineering Research, Buffalo
Roussis PC, Constantinou MC, Erdik M, Durukal E, Dicleli M (2003) Assessment of performance of seismic isolation system of Bolu Viaduct. J Bridge Eng 8(4):182–190. https://doi.org/10.1061/(ASCE)1084-0702(2003)8:4(182)
Saiidi MS, Vosooghi A, Choi H, Somerville P (2013) Shake table studies and analysis of a two-span RC bridge model subjected to a fault rupture. J Bridge Eng 19(8):A4014003. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000478
Sha Y, Hao H (2013) Laboratory tests and numerical simulations of barge impact on circular reinforced concrete piers. Eng Struct 46:593–605. https://doi.org/10.1016/j.engstruct.2012.09.002
Shantz T, Alameddine F, Simek J, Yashinsky M, Merriam M, Keever M (2013) Evaluation of Fault Rupture Hazard Mitigation. In: 7th National Seismic Conference on bridges and highways, Oakland, CA
Somerville PG (2002) Characterizing near fault ground motion for the design and evaluation of bridges. In: 3rd National Seismic Conference and workshop on bridges and highways, Portland, Oregon
Somerville PG, Smith NF, Graves RW, Abrahamson NA (1997) Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity. Seismol Res Lett 68(1):199–222. https://doi.org/10.1785/gssrl.68.1.199
Tao Z, Han L-H, Wang D-Y (2007) Experimental behaviour of concrete-filled stiffened thin-walled steel tubular columns. Thin Wall Struct 45(5):517–527. https://doi.org/10.1016/j.tws.2007.04.003
Ucak A, Mavroeidis GP, Tsopelas P (2014) Behavior of a seismically isolated bridge crossing a fault rupture zone. Soil Dyn Earthq Eng 57:164–178. https://doi.org/10.1016/j.soildyn.2013.10.012
USGS (1982) The Imperial Valley, California. Earthquake of October 15, 1979. Geological survey professional paper 1254, Washington
Wang Z-B, Tao Z, Yu Q (2017) Axial compressive behaviour of concrete-filled double-tube stub columns with stiffeners. Thin Wall Struct 120:91–104. https://doi.org/10.1016/j.tws.2017.08.025
Wang H, Xie C, Liu D, Qin S (2019) Continuous reinforced concrete rigid-frame bridges in China. Pract Period Struct Des Constr 24(2):05019002. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000421
Xia J, Zong Z, Xu C, Li M (2016) Seismic performance of double-skin steel–concrete composite box piers—part I: bidirectional quasi-static test. J Southeast Univ (Engl Ed) 32(1):58–66
Xin L, Li X, Zhang Z, Zhao L (2019) Seismic behavior of long-span concrete-filled steel tubular arch bridge subjected to near-fault fling-step motions. Eng Struct 180:148–159. https://doi.org/10.1016/j.engstruct.2018.11.006
Yang S, Mavroeidis GP (2018) Bridges crossing fault rupture zones: a review. Soil Dyn Earthq Eng 113:545–571. https://doi.org/10.1016/j.soildyn.2018.03.027
Yang S, Mavroeidis GP, Ucak A, Tsopelas P (2017) Effect of ground motion filtering on the dynamic response of a seismically isolated bridge with and without fault crossing considerations. Soil Dyn Earthq Eng 92:183–191. https://doi.org/10.1016/j.soildyn.2016.10.001
Yi J, Yang H, Li J (2019) Experimental and numerical study on isolated simply-supported bridges subjected to a fault rupture. Soil Dyn Earthq Eng 127:105819. https://doi.org/10.1016/j.soildyn.2019.105819
Zhou F, Xu W (2016) Cyclic loading tests on concrete-filled double-skin (SHS outer and CHS inner) stainless steel tubular beam-columns. Eng Struct 127:304–318. https://doi.org/10.1016/j.engstruct.2016.09.003
Zong Z, Xia Z, Liu H, Li Y, Huang X (2016) Collapse failure of prestressed concrete continuous rigid-frame bridge under strong earthquake excitation: testing and simulation. J Bridge Eng 21(9):04016047. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000912
Acknowledgements
This study was supported by the National Natural Science Foundation of China (No. 51678141) and the National Key Research and Development Program of China (No. 2017YFC0703405). The first author also appreciates the financial support provided by the Postgraduate Research & Practice Innovation Program of Jiangsu Province (No. KYCX17_0128), the Fundamental Research Funds for the Central Universities, and the China Scholarship Council.
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Lin, Y., Zong, Z., Bi, K. et al. Numerical study of the seismic performance and damage mitigation of steel–concrete composite rigid-frame bridge subjected to across-fault ground motions. Bull Earthquake Eng 18, 6687–6714 (2020). https://doi.org/10.1007/s10518-020-00958-1
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DOI: https://doi.org/10.1007/s10518-020-00958-1