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This paper presents an analytical method for constructing fragility curves for reinforced concrete (RC) bridge piers in Japan, utilizing data from the 1995 Hyogoken-Nanbu earthquake. The study compares these analytical fragility curves with existing empirical ones, highlighting the impact of structural parameters and ground motion variations. The findings indicate that while the analytical and empirical curves show similar damage probabilities for Peak Ground Acceleration (PGA), differences arise for Peak G

Author

chaitanya krishna

Language

EN