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Estimation of damages caused by a disaster is a major task in the post disaster mitigation process.
During this process a probabilistic estimation of damages, losses, and casualties is created by having a predefined exposure database (for the public and private buildings and water lifelines of Manizales) and their associated vulnerability models.
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Overall, this method provides improvement of fluid filtrate characterization and estimation of damage along a horizontal well.
Estimation of damage in a structure under anticipated seismic events is important for its performance-based design.
Statistical characterization of local microstructural fields of stress and strain is one of the instruments for estimation of damage nucleation and understanding of nonlinear phenomena.
With these data available, the estimation of damage is performed on each of the public and private buildings and water lifelines of the city.
Fragility functions that permit the estimation of damage in pre-1994 welded flange bolted-web beam-to-column moment connections are developed.
Applying the scalar damage parameter, quantitative estimation of damage is proposed in terms of relative modulus of elasticity which is named "durability index".
Correlating AE rate with the damage parameter, quantitative estimation of damage is proposed in terms of the relative modulus of elasticity (E0/E*).
With the recent occurrence of the deadly M w 7.8 Gorkha earthquake of April 25, 2015 (Adhikari et al. 2015), the estimation of damage and loss of life from future large earthquake becomes an even more pressing priority.
A novel approach is presented in this work to localize simultaneously multiple damaged elements in a structure along with the estimation of damage severity for each of the damaged elements.
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