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Fragility Functions for Retaining Walls by Deviprasad B S is a document available to read on EtoBox.
This document discusses the development of fragility functions for geotechnical constructions, specifically cantilever retaining walls. It presents a numerical approach using 2D nonlinear finite element modeling to evaluate the response of retaining wall abutments to increasing levels of seismic intensity. Fragility curves are estimated based on the evolution of damage, defined in terms of settlement, with increasing earthquake intensity. The methodology accounts for soil conditions, ground motion character
- Author
- Deviprasad B S
- Language
- EN