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This document summarizes the seismic design of a 10-story office building using both the static lateral force procedure and response spectrum analysis. Under the static procedure, column sizes were initially assumed but failed under seismic loads. Larger column sizes of 30"x30" to 18"x18" were then used. Story shear and member forces were calculated. Under response spectrum analysis, lumped masses at each floor level were determined based on total weight. A 10x10 mass and stiffness matrix was developed for

Author

AamirKhattak

Language

EN