Analysis and Design of 9-Storey Earthquake Resistant Concrete Building Based On SNI 1726-2002 and RSNI 201x

Abstract

In an effort to reduce victims and damages building from the impact of earthquakes then needed earthquake resistant buildings. With planning and building earthquake-resistant buildings are expected to be made safe, stable, and easy to collapse. The purpose of research is to analyze reinforced concrete earthquake resistant building, with long-span beams based on the calculation of earthquake loads Indonesia earthquake loads in compliance with SNI 1726-2002 and RSNI 201x. From the analysis of the building using seismic regulations Indonesia SNI 1726-2002 and RSNI 201x using ETABS software support, it can be summed up as follows: Building A has a basic shear force greater than the Building B, Building A has a larger displacement and drift compared to Building A , T> 0.56 second the value of the acceleration factor in the regulation SNI 1726-2002 spectra greater than RSNI 201x, Building A has a number of a reinforcement beam more than the Building B, reinforcement beams prestressed reinforcement strands has as many as 43 pieces, flexural used 3D25 with Angkur Type E, and Building A has the same number of column reinforcements compared to Building B.