EVALUASI PENGARUH KOLOM DILATASI TERHADAP KINERJA STRUKTUR PADA GEDUNG BERBENTUK LINEAR MENGGUNAKAN METODE SRPMM

Abstract

One of the methods for planning an earthquake resistant building is Intermediate
Moment Resisting Frame System (IMRFS). This method is used for planning earthquake
resistant building which is used for seismic design category area.
On building planning matter, dilatation system was well applied to a long span building.
This dilatation system itself has a function to reduce danger of collapse building due to unequal
ground conditions along the building. This system also could avoid domino effect from
earthquake load that received on the building when earthquake happens. On this research writer
used dilatation methods with coloum. The earthquake analysis that writer used was time history
methods, and it supported by ETABS v.9.7.2 structure analysis program. The last step was
putting out the results from completed drift.