Seismic vulnerability assessment of tall pier bridges under mainshock-aftershock-like earthquake sequences using vector-valued intensity measure

Sun, 2009, Investigation on seismic behavior of bridge piers with rectangular hollow thin walled section using cyclic quasi-static tests, Eng Struct, 200 Jia, 2020, Seismic performance of self-centering precast segmental bridge columns under different lateral loading directions, Eng Struct, 221, 10.1016/j.engstruct.2020.111037 Chen, 2020, Seismic performance of tall pier bridges retrofitted with lead rubber bearings and rocking foundation, Eng Struct, 212, 15, 10.1016/j.engstruct.2020.110529 Ceravolo, 2009, Problems in applying code-specified capacity design procedures to seismic design of tall piers, Eng Struct, 31, 1811, 10.1016/j.engstruct.2009.02.042 Chen, 2021, Influence of higher-order modes of slender tall pier bridge columns on the seismic performance of pile foundations, Soil Dyn Earthquake Eng, 142, 10.1016/j.soildyn.2020.106543 Chen, 2018, Shake Table Tests of Tall-Pier Bridges to Evaluate Seismic Performance, J Bridge Eng, 23, 04018058, 10.1061/(ASCE)BE.1943-5592.0001264 Aljawhari, 2020, Effects of ground-motion sequences on fragility and vulnerability of case-study reinforced concrete frames, Bull Earthq Eng, 1–31 Amadio, 2003, The effects of repeated earthquake ground motions on the non-linear response of SDOF systems, Earthquake Eng Struct Dyn, 32, 291, 10.1002/eqe.225 Jeon, 2016, Post-repair effect of column jackets on aftershock fragilities of damaged RC bridges subjected to successive earthquakes, Earthquake Eng Struct Dyn, 45, 1149, 10.1002/eqe.2700 Jeon, 2015, Framework of aftershock fragility assessment–case studies: older California reinforced concrete building frames, Earthquake Eng Struct Dyn, 44, 2617, 10.1002/eqe.2599 Kam, 2011, Seismic performance of reinforced concrete buildings in the 22 February Christchurch (Lyttelton) earthquake, Bull New Zealand Soc Earthquake Eng, 44, 239, 10.5459/bnzsee.44.4.239-278 Pang, 2019, Seismic performance investigation of high CFRDs subjected to mainshock-aftershock sequences, Soil Dyn Earthquake Eng, 116, 82, 10.1016/j.soildyn.2018.09.049 Pang, 2020, Fragility analysis of high CFRDs subjected to mainshock-aftershock sequences based on plastic failure, Eng Struct, 206, 10.1016/j.engstruct.2019.110152 Luo, 2021, Probabilistic seismic performance assessment of timber-steel hybrid structures subjected to mainshock-aftershock sequences, Soil Dyn Earthquake Eng, 141, 10.1016/j.soildyn.2020.106532 Abdelnaby, 2018, Fragility Curves for RC Frames Subjected to Tohoku Mainshock-Aftershocks Sequences, J Earthquake Eng, 22, 902, 10.1080/13632469.2016.1264328 Mirrashid, 2021, Innovative Computational Intelligence-Based Model for Vulnerability Assessment of RC Frames Subject to Seismic Sequence, J Struct Eng, 147, 04020350, 10.1061/(ASCE)ST.1943-541X.0002921 Liang, 2020, Seismic Vulnerability Analysis of Multispan Continuous Bridges Subjected to Mainshock-Aftershock Earthquake Sequences, Adv Civil Eng, 2020, 10.1155/2020/7483850 Zhao, 2020, Vulnerability assessment of AP1000 NPP under mainshock-aftershock sequences, Eng Struct, 208, 10.1016/j.engstruct.2020.110348 Chen X, Xiang NL, Li JZ, Guan ZG. Influence of Near-fault Pulse-like Motion Characteristics on Seismic Performance of Tall Pier Bridges with Fragility Analysis. Journal of Earthquake Engineering.22. Wang, 2021, Seismic performance of pre-fabricated segmental bridge piers with grouted splice sleeve connections, Eng Struct, 229, 10.1016/j.engstruct.2020.111668 Scott, 1982, Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates, J Proc, 13 Guirguis, 2012, Evaluating code criteria for regular seismic behavior of continuous concrete box girder bridges with unequal height piers, J Bridge Eng, 18, 486, 10.1061/(ASCE)BE.1943-5592.0000383 Salami, 2019, Influence of advanced structural modeling technique, mainshock-aftershock sequences, and ground-motion types on seismic fragility of low-rise RC structures, Soil Dyn Earthquake Eng, 117, 263, 10.1016/j.soildyn.2018.10.036 Afsar Dizaj, 2021, Seismic vulnerability assessment of ageing reinforced concrete structures under real mainshock-aftershock ground motions, Struct Infrastruct Eng, 1–17 Salami, 2021, Fragility analysis of rectangular and circular reinforced concrete columns under bidirectional multiple excitations, Eng Struct, 233, 10.1016/j.engstruct.2021.111887 Ding, 2021, Experimental and numerical investigations on seismic performance of RC bridge piers considering buckling and low-cycle fatigue of high-strength steel bars, Eng Struct, 227, 10.1016/j.engstruct.2020.111464 Alam, 2012, Seismic fragility assessment of SMA-bar restrained multi-span continuous highway bridge isolated by different laminated rubber bearings in medium to strong seismic risk zones, Bull Earthq Eng, 10, 1885, 10.1007/s10518-012-9381-8 Billah, 2015, Seismic Fragility Assessment of Concrete Bridge Pier Reinforced with Superelastic Shape Memory Alloy, Earthquake Spectra., 31, 1515, 10.1193/112512EQS337M Chen, 2021, Seismic assessment of tall pier bridges with double-column bents retrofitted with buckling restrained braces subjected to near-fault motions, Eng Struct, 226, 10.1016/j.engstruct.2020.111390 Pang, 2018, Seismic fragility for high CFRDs based on deformation and damage index through incremental dynamic analysis, Soil Dyn Earthquake Eng, 104, 432, 10.1016/j.soildyn.2017.11.017 Pang, 2021, Uniform Design-Based Gaussian Process Regression for Data-Driven Rapid Fragility Assessment of Bridges, J Struct Eng, 147, 10.1061/(ASCE)ST.1943-541X.0002953 Xiang N, Chen X, Alam MS. Probabilistic seismic fragility and loss analysis of concrete bridge piers with superelastic shape memory alloy-steel coupled reinforcing bars. Eng Struct 2020207, 110229. Ahmadi, 2021, Seismic vulnerability assessment of precast post-tensioned segmental bridge piers subject to far-fault ground motions, Structures., 34, 2566, 10.1016/j.istruc.2021.09.041 Panchireddi B, Shekhar S, Ghosh J. Influence of ground motion duration on the seismic vulnerability of aging highway bridges. Structure and Infrastructure Engineering. Li, 2021, GPDEM-based stochastic seismic response analysis of high concrete-faced rockfill dam with spatial variability of rockfill properties based on plastic deformation, Comput Geotech, 139, 10.1016/j.compgeo.2021.104416 Xiang, 2019, Comparative seismic fragility assessment of an existing isolated continuous bridge retrofitted with different energy dissipation devices, J Bridge Eng, 24, 04019070, 10.1061/(ASCE)BE.1943-5592.0001425 Xiang, 2019, Displacement-based seismic design of bridge bents retrofitted with various bracing devices and their seismic fragility assessment under near-fault and far-field ground motions, Soil Dyn Earthquake Eng, 119, 75, 10.1016/j.soildyn.2018.12.023 Rota, 2005, A methodology for seismic vulnerability of masonry arch bridge walls, J Earthquake Eng, 9, 331, 10.1142/S1363246905002432 Luco, 2007, Structure-specific scalar intensity measures for near-source and ordinary earthquake ground motions, Earthquake Spectra., 23, 357, 10.1193/1.2723158 Zhou, 2021, Seismic fragility analysis of high concrete faced rockfill dams based on plastic failure with support vector machine, Soil Dyn Earthquake Eng, 144, 10.1016/j.soildyn.2021.106587 Pang, 2019, Seismic performance assessment of high CFRDs based on fragility analysis, Sci China (Technol Sci)., 62, 635, 10.1007/s11431-017-9220-8 Chen, 2020, System Fragility Assessment of Tall-Pier Bridges Subjected to Near-Fault Ground Motions, J Bridge Eng, 25, 14, 10.1061/(ASCE)BE.1943-5592.0001526 Su, 2021, Comparative study on seismic vulnerability of RC bridge piers reinforced with normal and high-strength steel bars, Structures., 29, 1562, 10.1016/j.istruc.2020.12.048 Pang, 2021, Seismic time-history response and system reliability analysis of slopes considering uncertainty of multi-parameters and earthquake excitations, Comput Geotech, 136, 10.1016/j.compgeo.2021.104245 Aljawhari, 2020, Effects of ground-motion sequences on fragility and vulnerability of case-study reinforced concrete frames, Bull Earthq Eng Vamvatsikos, 2005, Developing efficient scalar and vector intensity measures for IDA capacity estimation by incorporating elastic spectral shape information, Earthquake Eng Struct Dyn, 34, 1573, 10.1002/eqe.496 Baker, 2007, Probabilistic structural response assessment using vector-valued intensity measures, Earthquake Eng Struct Dyn, 36, 1861, 10.1002/eqe.700 Chen, 2018, A simplified procedure for estimating nonlinear seismic demand of tall piers, Eng Struct, 174, 778, 10.1016/j.engstruct.2018.07.102 Fema H-M. Mr3 technical manual. Multi-hazard Loss Estimation Methodology Earthquake Model. 2003. Nielson, 2007, Seismic fragility methodology for highway bridges using a component level approach, Earthquake Eng Struct Dyn, 36, 823, 10.1002/eqe.655 Tesfamariam, 2015, Seismic vulnerability of reinforced concrete frame with unreinforced masonry infill due to main shock–aftershock earthquake sequences, Earthquake Spectra., 31, 1427, 10.1193/042313EQS111M Zhang, 2020, Mainshock-aftershock state-dependent fragility curves: A case of wood-frame houses in British Columbia Canada, Earthquake Eng Struct Dynam, 49, 884, 10.1002/eqe.3269 Burton, 2017, Quantifying the Reduction in collapse safety of main shock–damaged reinforced concrete frames with infills, Earthquake spectra., 33, 25, 10.1193/121015eqs179m Trevlopoulos, 2020, Earthquake risk in reinforced concrete buildings during aftershock sequences based on period elongation and operational earthquake forecasting, Struct Saf, 84, 10.1016/j.strusafe.2020.101922 Raghunandan, 2015, Aftershock collapse vulnerability assessment of reinforced concrete frame structures, Earthquake Eng Struct Dyn, 44, 419, 10.1002/eqe.2478 Sica, 2013, Strain effects on kinematic pile bending in layered soil, Soil Dyn Earthquake Eng, 49, 231, 10.1016/j.soildyn.2013.02.015 Jalayer, 2017, Analytical fragility assessment using unscaled ground motion records, Earthquake Eng Struct Dyn, 46, 2639, 10.1002/eqe.2922 Ruiz-García, 2011, Evaluation of drift demands in existing steel frames under as-recorded far-field and near-fault mainshock–aftershock seismic sequences, Eng Struct, 33, 621, 10.1016/j.engstruct.2010.11.021 Astorga, 2018, Nonlinear elasticity observed in buildings during a long sequence of earthquakes, Bull Seismol Soc Am, 108, 1185, 10.1785/0120170289 Chen, 2019, Fragility Analysis of Tall Pier Bridges Subjected to Near-fault Pulse-like Ground Motions, Struct Infrastuct Eng