Response analysis of hollow core slab bridge with different column heights to near-fault seismic motions.

[1] Yadav KK, Gupta VK. Near-fault fling-step ground motions: characteristics and simulation. Soil Dyn Earthq Eng, 2017;101:90–104. https://doi.org/10.1016/j.soildyn.2017.06.022

 [2] Zhang, F.; Li, S.; Wang, J.; Zhang, J. Effects of fault rupture on seismic responses of fault-crossing simply-     supported highway bridges. Eng. Struct. 2020, 206, 110104.

 [3] Luo, Q.; Dai, F.; Liu, Y.; Chen, X. Simulating the near-field pulse-like ground motions of the Imperial Valley, California, earthquake. Soil Dyn. Earthq. Eng. 2020, 138, 106347.

[4] Yang, S.; Mavroeidis, G.P.; Ucak, A. Analysis of bridge structures crossing strike-slip fault rupture zones: A simple method for generating across-fault seismic ground motions. Earthq. Eng. Struct. Dyn. 2020, 49, 1281–1307

 [5] Dong, Z.; Sun, Z.; Wu, S.; Tong, F.; Wang, D. Influence of soil liquefaction effect on seismic failure mechanism of river-crossing simply-supported girder bridges subjected to near-fault ground motions. Engi. Fail. Anal. 2023, 154, 107664.

[6] Bray JD, Rodriguez-Marek A. Characterization of forward-directivity ground motions in the near-fault region. Soil Dyn Earthquake Eng 2004;24(11):815–828. http://dx.doi.org/10.1016/j.soildyn.2004.05.001

[7] Makris N, Black CJ. Evaluation of peak ground velocity as a “good” intensity measure for near-source ground motions. J Eng Mech 2004;130(9):1032–1044. https://doi.org/10.1061/(ASCE)0733-9399(2004)130:9(1032)

[8] Adanur, S., AltuniÅŸik, A.C., Bayraktar, A. et al. Comparison of near-fault and far-fault ground motion effects on geometrically nonlinear earthquake behavior of suspension bridges. Nat Hazards 64, 593–614 (2012). https://doi.org/10.1007/s11069-012-0259-5

[9] Gorai S, Maity D. Seismic response of concrete gravity dams under near field and far field ground motions. Eng Struct 2019; 196: 109292. https://doi.org/10.1016/j.engstruct.2019.109292

[10] Park SW, Ghasemi H, Shen J, et al. Simulation of the seismic performance of the Bolu Viaduct subjected to near-fault ground motions. Earthquake Eng Struct Dyn 2004;33(13):1249–1270. https://doi.org/10.1002/eqe.395

 [11] Shen J, Tsai MH, Chang KC, Lee GC. Performance of a seismically isolated bridge under near-fault earthquake ground motions. J Struct Eng 2004;130(6):861–8. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:6(861)

[12] Wang J, Zou X, Yan X, et al. Integrated analysis model for the seismic responses of cable-stayed bridges near active faults. J Earthquake Tsunami 2015;9(01):1550002. http://dx.doi.org/10.1142/S1793431115500025

[13] Pan Y, Shi S, Chang Z, Hu S. Quantitative study on amplification effect of base isolated structures subjected to near-fault pulse-like ground motions. China Civil Eng J 2018;51(11):8–16.

[14] Ma H, Zhuo W, Gu Y. Displacement response analysis of regular highway girder bridges under near-fault pulse-type ground motions. China J Highway Transport 2017;30(12):139–149.

[15]. Jin, S.; Wang, D.; Jiang, D. Seismic fragility analysis of containment structure subjected to near fault ground motions. Prog. Nucl. Energy 2023, 161, 104734. [CrossRef]

[16]. Kawashima, K. 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. 2002, 19, 179s–197s.

[17]. Zhong, J.; Jiang, L.; Pang, Y.; Yuan, W. Near-fault seismic risk assessment of simply supported bridges. Earthq. Spectra 2020, 36, 1645–1669

[18]. Goel, R.K.; Chopra, A.K. Analysis of ordinary bridges crossing fault-rupture zones. In Proceedings of the 14th World Conference on Earthquake Engineering, Rep. No. UCB/EERC-2008, Beijing, China, 12–17 October 2008; Volume 1.

 [19]. Yang, S.; Mavroeidis, G.P. Bridges crossing fault rupture zones: A review. Soil Dyn. Earthq. Eng. 2018, 113, 545–571.

[20] Kawashima K. Damage of bridges resulting from fault rupture in the 1999 Kocaeli and Duzce, Turkey earthquakes and the 1999 Chi-Chi, Taiwan earthquake. Struct Eng/Earthquake Eng 2002;19(2):179.

[21] Li J, Xu LH. Seismic response characteristics and whiplash effect mechanism of continuous rigid-frame bridges subjected to near-fault ground motions. Bull Earthq Eng 2023; 21: 3719-3744. https://doi.org/10.1007/s10518-023-01672-4

[22] Zheng SX, Shi XH, Jia HY, Zhao CH, Qu HL, Shi XL. Seismic response analysis of long-span and asymmetrical suspension bridges subjected to near-fault ground motion. Eng Fail Anal 2020; 115: 104615. https://doi.org/10.1016/j.engfailanal.2020.104615

[23] Xin L, Li X, Zhang Z, Zhao L (2019) Seismic behavior of long-span concrete-flled steel tubular arch bridge subjected to near-fault fing-step motions. Eng Struct 180:148–159. https://doi.org/10.1016/j.engstruct.2018.11.006

[24] Alothman A, Mangalathu S,  Al-Mosawe A,  Alam MD,  Allawi A. The influence of earthquake characteristics on the seismic performance of reinforced concrete buildings in Australia with varying heights. Journal of Building Engineering, 2023; 67: 1-16. https://doi.org/10.1016/j.jobe.2023.105957

[25] Alothman A, Mangalathu S, Hashemi J, Al-Mosawe A,  Alam MD,  Allawi A. The effect of ground motion characteristics on the fragility analysis of reinforced concrete frame buildings in Australia. Structures, 2021; 34: 3583-3595. https://doi.org/10.1016/j.istruc.2021.09.084

[26] Srivastava C, Pandikkadavath MS, Mangalathu S,   AlHamaydeh M. Seismic response of RC bridges under near-fault ground motions: A parametric investigation. 2024; 61. https://doi.org/10.1016/j.istruc.2024.106033

[27] Nanclares G, Curadelli O, Ambrosini D. Influence of the vertical seismic component on the response of continuous RC bridges. 2024; 305. https://doi.org/10.1016/j.compstruc.2024.107558

[28] Wei W, Shao C, Wang C, Zhuang, W. Seismic performance of near-fault girder bridges based on laminated rubber bearings under the impact of sequential earthquakes. 2024. https://doi.org/10.1080/15732479.2024.2423039

[29] ECP (2012) - ECP-201, "Egyptian code for calculating loads and forces in structural work and masonry", Housing and Building National Research Centre. Ministry of Housing, Utilities and Urban Planning, Cairo, 2012.

 [30] Kianoush, M. R. and Ghaemmaghami, A.R. (2011).The effect of earthquake frequency content on the seismic behavior of concrete rectangular liquid tanks using the finite element method incorporating soil–structure interaction, Engineering Structures. v. 33 pp 2186–2200. https://doi.org/10.1016/j.engstruct.2011.03.009

[31] Kalkan E, Kunnath SK (2006) Effects of fling step and forward directivity on seismic response of buildings. Earthq. spectra 22:367–390. https://doi.org/10.1193/1.2192560.

[32] Mahmoud S, Alqarni A, Saliba J, Ibrahim AH, Diab H (2021) Influence of floor system on seismic behavior of RC buildings to forward directivity and fling-step in the near-fault region. Structures 2021; 30:2 803-817. https://doi.org/10.1016/j.istruc.2021.01.052

[33] IBC 2021: International Building Code. ICC Publications, 2020.