Performance of The Existing Building Under Earthquake Loads Based on Current Indonesian National Standard

This paper presents the results of an assessment existing 5-storey building built in 1980, which aims to determine level safety against most recent standards. The method used is non-destructive testing, collecting planning data form as drawings and implementation data. structure consists evaluation condition material, structural system, analysis using latest load test material show that compressive strength concrete still meets requirements based on SNI-2847-2019. earthquake loads performance has a mass participation 100% dynamic base shear force (V) reaches Vstatic therefore it SNI 1726-2019. lateral drift P-delta effects meet Horizontal vertical irregularities are found system. structure's overall (X Y direction earthquakes) Damage Control. These permitted for structures with priority factor (Ie) 1.50, return period 2500 years.