A Comparison of Rusunawa A4 IPB Building Storey Shear using Seismic Code of SNI 1726-2002 and SNI 1726-2012
DOI:
https://doi.org/10.24203/ajas.v6i3.5331Keywords:
rusunawa IPB, earthquake, shear storyAbstract
Indonesia is a high-risk earthquake country. It passed by Pacific Ring of Fire and surrounded by Eurasian, Pacific, Philippines and Indo-Australian plates. Indonesia government has already made an earthquake anticipation with applied  Indonesian National Standard (SNI)1726-2012 to prevent building collapse and structural failure. SNI 1726-2012 is an updated version of seismic standard code of SNI 1726-2002. The application of SNI 1726-2012 would make an existing building which was designed with SNI 1726-2002, generates a different result of storey shear. This situation made an uncertainty of building safety. The purpose of this study is to compare two storey shear between seismic code of SNI 1726-2002 and SNI 1726-2012 at the Rusunawa A4 IPB Building. This study used equivalent static method to obtain storey shear force based on the two of seismic standard code. The result of the comparison of storey shear between SNI 1726-2002 and SNI 1726-2012, it showed storey shear in SNI 1726-2012 at canopy storey-6, roof storey-5, storey-4, storey-3, storey-2 and story-1 are increased by 12.31%, 11.51%, 10.14%, 8.59%, 6.48% and 3.01% compared to the storey shear in SNI 1726-2002.
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