PSI - Issue 70
Edavalath Nadeem et al. / Procedia Structural Integrity 70 (2025) 19–26
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Choi E (2002) Seismic analysis and retrofit of Mid-America bridges, Doctor of Philosophy Dissertation, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA. Cornell, C.A., Jalayer, F., Hamburger, R.O., Foutch, D.A., 2002. Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines, ASCE J. Struct. Eng., 128, 526-533. Dong, Y., Frangopol, D.M., 2015. Risk and resilience assessment of bridges under mainshock and aftershocks incorporating uncertainties. Engineering Structures 83,198 – 208. Dukes, J., Mangalathu, S., Padgett, J. E., DesRoches, R., 2018. Development of a bridge-specific fragility methodology to improve the seismic resilience of bridges. Earthquakes and Structures, 15(3), 253 – 261. Dukes, J.D., 2013. Application of bridge specific fragility analysis in the seismic design process of bridges in California, Doctor of Philosophy Dissertation, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA. Han, Q., Jia, Z., Xu, K., Zhou, Y., Du, X., 2019. Hysteretic behavior investigation of self-centering double-column rocking piers for seismic resilience. Engineering Structures, 188, 218 – 232. HAZUZ-MH, Multi-hazard loss estimation methodology: Earthquake model, Technical Manual., 2003. Washington (DC), Department of Homeland Security, Federal Emergency Management Agency. Jithiya, K. K., Pandikkadavath, M. S., Mangalathu, S., Nagarajan, P., 2021. Seismic Mainshock — Aftershock (MS-AS) vulnerability assessment of reinforced concrete bridge exposed to flood induced scour. In Lecture notes in civil engineering, pp. 211 – 221. Jithiya, K. K., Pandikkadavath, M. S., Nagarajan, P., Mangalathu, S., 2022. Influence of span length on seismic Mainshock — Aftershock response of RC bridges Pre-Exposed to scouring. In Lecture notes in civil engineering, pp. 635 – 647. Kohrangi, M., Bazzurro, P., Vamvatsikos, D., 2016. Vector and Scalar IMs in Structural Response Estimation, Part II: Building Demand Assessment. Earthquake Spectra, 32(3), 1525 – 1543. Mander, J.B., Basoz, N., 1999. Seismic fragility curve theory for highway bridges. Optimizing post-earthquake lifeline system reliability 16,31 – 40. Mangalathu, S., 2017. Performance based grouping and fragility analysis of box-girder bridges in California, Doctor of Philosophy Dissertation, Atlanta (GA), School of Civil and Environmental Engineering, Georgia Institute of Technology. McKenna, F., 2011. OpenSees: A Framework for Earthquake Engineering Simulation. Computing in Science & Engineering 13(4), 58 – 66. Megally, S.H., Silva, F.P., Seible, F., 2002. Seismic Response of sacrificial shear keys in bridge abutments. Report no. SSRP-2001/23, San Diego (CA), Department of Structural Engineering, University of California. Menegotto, M., Pinto, P.E., 1973. Method of analysis of cyclically loaded RC plane frames including changes in geometry and non-elastic behaviour of elements under normal force and bending. Proceedings of IABSE Symposium on Resistance and Ultimate Deform ability of Structures Acted On by Well Defined Repeated Loads 11,15 – 22. Muthukumar, S., DesRoches, R., 2006. A Hertz contact model with non-linear damping for pounding simulation. Earthquake Engineering & Structural Dynamics, 35(7), 811 – 828. Nielson, B. G., DesRoches, R., 2007. Seismic fragility methodology for highway bridges using a component level approach. Earthquake Engineering & Structural Dynamics, 36(6), 823 – 839. Padgett, J., 2007. Seismic vulnerability assessment of retrofitted bridges using probabilistic methods. Ph.D. Thesis, Georgia Institute of Technology. Pandikkadavath, M. S., Jithiya, K. K., Nagarajan, P., Mangalathu, S., 2022. Seismic MainShock – AfterShock response assessment of reinforced concrete bridges pre-exposed to flood induced local scouring. Bulletin of Earthquake Engineering, 20(15), 8253 – 8275. Pang, Y., Wei, K., Wang, J., Zhang, S., 2023. An efficient and accurate fragility approach for seismic performance assessment of structures. Earthquake Engineering and Resilience, 2(4), 403 – 417. Ramanathan, K.N., 2012. Next Generation Seismic Fragility Curves for California Bridges incorporating the Evolution in Seismic Design Philosophy, Doctor of Philosophy Dissertation, Atlanta (GA): School of Civil and Environmental Engineering, Georgia Institute of Technology. Shamsabadi, A., Yan, L., 2012. Closed-form force-displacement backbone curves for bridge abutment-backfill systems. Geotechnical Earthquake Engineering and Soil Dynamics IV. Soleimani, F., 2017. Fragility of California bridges-development of modification factors, Doctor of Philosophy Dissertation, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA. Soleimani, F., 2020. Propagation and quantification of uncertainty in the vulnerability estimation of tall concrete bridges. Engineering Structures 202,109812. Soleimani, F., Mangalathu, S., DesRoches, R., 2017. A comparative analytical study on the fragility assessment of box-girder bridges with various column shapes. Engineering Structures, 153, 460 – 478. Srivastava, C., Pandikkadavath, M. S., Mangalathu, S., 2022. Effect of material variability on the seismic response of reinforced concrete box girder bridges for different pier heights. Materials Today Proceedings, 65, 564 – 571. Srivastava, C., Pandikkadavath, M. S., Mangalathu, S., AlHamaydeh, M., 2024. Seismic response of RC bridges under near-fault ground motions: A parametric investigation. Structures, 61, 106033. Stefanidou, S. P., Kappos, A. J., 2016. Methodology for the development of bridge‐specific fragility curves. Earthquake Engin eering & Structural Dynamics, 46(1), 73 – 93. Wei, B., Jia, J., Bai, Y., Du, X., Guo, B., Guo, H., 2023. Seismic resilience assessment of bridges considering both maximum and residual displacements. Engineering Structures, 291, 116420. Zhang, J., Huo, Y., 2009. Evaluating effectiveness and optimum design of isolation devices for highway bridges using the fragility function method. Engineering Structures, 31(8), 1648 – 1660. Zheng, Y., Dong, Y., Li, Y., 2018. Resilience and life-cycle performance of smart bridges with shape memory alloy (SMA)-cable-based bearings. Construction and Building Materials, 158, 389 – 400.
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