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The design of glass structures under dynamic loads still presents a high degree of uncertainty. Among others, one of the methods to study the vulnerability of structural systems is based on the use of fragility curves. This study includes a seismic evaluation of structural glass frame as a function of fragility curves in earthquake engineering. In particular, the Cloud method is used to perform non-linear dynamic analysis which provide a set of data pairs implemented in a linear-regression-based probabilistic model.

Development of analytical fragility curves for structural glass frames by using Cloud Analysis