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This document describes simulations of the inelastic seismic behavior of steel braced frames, including the effects of low-cycle fatigue. It presents a new continuum damage mechanics material model for simulating inelastic behavior and deterioration of mechanical properties due to low-cycle fatigue. The model is implemented in LS-DYNA finite element software. Validation studies show the model correlates well with test data for beam-column connections, individual braces, and braced frame subassemblies. Param

Author

sunny171083_90123592

Language

EN