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Eerc 07 01 by Hugo Bobadilla is a document available to read on EtoBox.

FEMA-356 force distributions and nonlinear response history analysis do not adequately estimate seismic demands for 8-, 12-, and 20-story reinforced concrete special moment resisting frame buildings. Theory, assumptions, and approximations underlying the MPA procedure are proven valid for RC-SMRF buildings. Principal extension of the procedure is in the hysteretic model for modal SDF systems.

Author

Hugo Bobadilla

Language

EN