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Mathematics, 10.04.2020 17:47 rachis

A structure with a design life of 50 yr is planned for a site where high- intensity earthquakes may occur with a return period of 100yr. The struc- ture is designed to have a 0.99 probability of not su ering damage within its design life. Damage effects between earthquakes are statistically independent. If occurrence of high intensity earthquake at the site is modeled by Bernoulli sequence what is the probability of damage to the structure under a single earthquake?

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