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This document describes a thesis that used finite element analysis to analyze the effects of applying synthetic fiber ropes to reduce the blast response of steel frames. Finite element models of portal frames were developed in ABAQUS to simulate blast pressures of 100, 2,000, and 4,000 psi. Comparisons were made between unbraced frames and frames braced with springs of varying stiffnesses. Additional analyses incorporated strain rate effects on material properties. The results provide information on frame d

Author

Elendu Emmanuel Chigozie

Language

EN