Analysis and Design of 9-Storey Earthquake Resistant Concrete Building Based On SNI 1726-2002 and RSNI 201x
Jakindo, Maria Monitaris Ayu
Pranata, Yosafat Aji
MetadataShow full item record
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.