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This rule assumes the impact intensity is constant or becomes more intense as volcanic hazard intensity increases.
Furthermore, considering the correlated damage states of buildings increases statistical uncertainty when relating structural performance to hazard intensity.
The recurrence of remarkable flash flood events, associated with high hazard intensity, significant damage and socio-political consequences, therefore raises several issues for authorities and risk management policies.
A probabilistic model of seismic hazard intensity in Japan is proposed which is based on an empirical extreme value distribution with lower and upper bound limits.
Emphasis is given to hazard intensity measures, engineering demand parameters, while a new performance matrix is proposed to define the performance limit thresholds for RBD.
Then, different statistical learning techniques are compared to develop surrogate models of bridge fragility using the FSI model in order to reduce the computational expense of developing fragility surfaces, or statements of failure probability conditioned on hazard intensity.
This paper proposes a methodological approach to evaluate and integrate, in a consistent and rigorous way, the economic losses as a function of the seismic hazard intensity for prototype building constructions.
Hazard intensity metric.
Hazard intensity metric (HIM) The volcanic hazard intensity metric used and justification for its use.
Hazard intensity is a key parameter input to vulnerability models.
These results are used as hazard intensity input in the next steps of this study.
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