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APPROACH For the estimation of structural loads due to wave loading behind semi separable vegetation, numerical results from Alagan Chella et al. [2019] are utilized. This study provides information for (i) intensity measures (IMs) commonly used to describe fragility against IEs, such as momentum flux or inundation depth, as well as for (ii) forces directly applied on the structure itself, by considering different characteristics for the semipermeable obstacle (damping, length of vegetation) and for the generated wave (breaking wave height). Demonstrating the use of both wave outputs for the quantification of the structural vulnerability, two approaches were followed: the first one used results from (i) and readily available fragility curves, and the second one, based on (ii), damages were analytically estimated by comparing the capacity of the structure against the demand.

COASTAL VEGETATION IMPACT ON STRUCTURAL INTEGRITY UNDER INUNDATION EVENTS