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1) The document provides information on seismic coefficients, design spectra, and period calculations for a reinforced concrete frame structure located in Yogyakarta, Indonesia. 2) Load combinations are defined for dead, live, and seismic loads. Modal analysis was performed to calculate building periods and participation factors. 3) Story drifts and displacements are reported for each load case and combination, with maximum drifts of 0.0009 m for dead loads and 0.0008 m for load combination 7.

Author

dedde

Language

EN