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author

Thomas Mander
Michael Lowak
Michael Polcyn

published on

April 2017

Blast response limits have traditionally been used for predicting the level of protection that structural components provide to buildings susceptible to explosion effects. These limits are usually derived from a combination of post-incident damage indicators, test data, and supporting dynamic analysis. Such limits do not exist for load-bearing prestressed wall panels, largely due to the lack of available full-scale test data.

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thomas mander, PE

michael lowak

michael polcyn, CFEI