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The document summarizes the performance-based analysis and modeling of a 13-story office building with a dual seismic force-resisting system consisting of eccentrically braced frames and moment resisting frames. The building was designed to resist earthquake forces specified by 1995 Taiwan building codes. Nonlinear static pushover and time history analyses found that inelastic behavior was due to shear yielding of braced frame links and frame yielding, with inter-story drift ratios of 1.5-2.0% and link plas

Author

jcvalencia

Language

EN