Seismic Fragility of Fixed and Flexible Base RC Bridge under Near-Fault Directivity Effects

  • Fahad Bin Khurshid Department of Civil Engineering, FE&T, Jamia Millia Islamia, New Delhi, INDIA
  • Md Shafquat Izhar Department of Civil Engineering, FE&T, Jamia Millia Islamia, New Delhi, INDIA
  • Nazrul Islam Department of Civil Engineering, FE&T, Jamia Millia Islamia, New Delhi, INDIA
  • Nabeel Ahmed Khan Department of Civil Engineering, FE&T, Jamia Millia Islamia, New Delhi, INDIA
  • Mohd. Bilal Khan Department of Civil Engineering, FE&T, Jamia Millia Islamia, New Delhi, INDIA
DOI: https://doi.org/10.22146/jcef.22631
Keywords: Damage assessment, Fragility analysis, Incremental dynamic analysis, Regression analyses, Soil-structure interaction

Abstract

Reinforced Concrete bridges are widely used in highway infrastructure due to their cost-effectiveness and structural redundancy. However, they are highly vulnerable to seismic hazards, particularly in near-fault regions where ground motions exhibit extreme intensity and short-duration energy pulses. Near-fault ground motions are characterized by high-energy velocity pulses with long periods, pulse-like waveforms, and significant peak values, which can lead to severe structural damage. As modern design practices shift toward performance-based design, the vulnerability of bridges under these different types of near-fault ground motions have become an emerging area of interest for researchers and designers. However, a common practice is to assume fixed-base conditions for bridge piers during vulnerability assessments, which may lead to inaccurate results. The effect of assuming fixed-base conditions on the vulnerability assessment of bridge piers remains an open question. This study presents a comprehensive comparative analysis of seismic damage propagation in a simply supported multi-span RC bridge subjected to near-fault pulse-like ground motions with directivity effects. The bridge is modeled under two distinct foundation conditions: fixed-base and flexible-base, with the latter incorporating soil-structure interaction through a pile group foundation. The analytical framework employs Incremental Dynamic Analysis to develop seismic fragility curves, offering a thorough evaluation of the system-level performance. The results reveal that SSI significantly alters the structural response, with median normalized changes of approximately 27% in drift and 30% in base shear. In some cases, the normalized drift demand increased by up to 76.8%, whereas the normalized base shear decreased by up to 51.1%, indicating substantial shifts in deformation and force distribution. These variations significantly affect the energy dissipation capacity of the bridge, which is essential for mitigating damage progression and enhancing seismic resilience.

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Published
2025-11-19
How to Cite
Khurshid, F. B., Izhar, M. S., Islam, N., Khan, N. A., & Khan, M. B. (2025). Seismic Fragility of Fixed and Flexible Base RC Bridge under Near-Fault Directivity Effects. Journal of the Civil Engineering Forum, 12(1), 53-74. https://doi.org/10.22146/jcef.22631
Issue
Vol. 12 No. 1 (January 2026)
Section
Articles

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