Dear all

In design of structural members such as beams, columns and slabs subjected to blast loading, Single Degree of Freedom (SDOF) system was widely used and can be found in the literature. Also, the use of FE methods such as LS-DYNA has been expanded a lot. I think 2DOF method is in between respect to accuracy and computational efforts. Could anyone suggest me some references, articles or books related to implementation of 2DOF method for blast resistant design?

Respectfully yours

Mohammad Momeni

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