EVALUASI KETAHANAN GEMPA PADA STRUKTUR GEDUNG X DI JAKARTA BERDASARKAN SNI 03-1726-2012
ABSTRACT: Earthquake risk in
Jakarta is the intermediate category in Indonesia based on the 2010 seismic
hazard map published by the Ministry of Public Works, Republic of Indonesia. It
was important to know the conditionof the building that would be affected by
earthquake load and to prevent collapse of the building structuresthat could
cause loss of live people in the building and the collisions between buildings.
The purpose of this research was to know the ultimate performance limit of the
existing X building in Jakarta. Evaluation of these building was based on
guidelines SNI 03-1726-2012, SNI 03-2847-2013 and PPPURG 1987. The structure
model of X building was designed and analyzed using ETABS Version 9.7.2. The
result showed value of story drift was affected by dynamic response spectrum
load, the maximum drift in x–direction is68.60 mm and y–direction is 101.2 mm.
The X building was declared unsafe in performance condition of the ultimate
limits.
Penulis: Sayed Ahmad Fauzan,
Erizal, Asep Sapei
Kode Jurnal: jptsipildd160446
