PERENCANAAN STRUKTUR GEDUNG MENARA BRI SEMARANG
ABSTRACT: The structural of
BRI tower building Semarang is designed in seismic zone of Semarang city, which
is designed by using the Special Moment Resisting Frame System (SMRFS) based on
”Indonesian Concrete Code (SNI 03-2847-2002)”, while the analysis of earthquake
load uses response spectrum method based on “Indonesian Seismic Code(SNI
03-1726-2012). The design structural of BRI tower building Semarang
using“Capacity Design” concept. As for using this concept has purpose what if
strong earthquake happens, that cause forms plastic hinge on structural
elements which is desired appeared on the beams. To guarantee plastic hinge
happens on the beams, so the columns must be designed stronger than the beams
(Strong Column Weak Beam Concept). The analysis of the structure is using
SAP2000 computer program version 14. As
the result of calculations showed that structural element of BRI tower building
is safe based on analyze.
KEYWORDS: spesial moment
resisting frame system (SMRFS); SNI 03-1726-2012; capacity design; plastic
hinge; strong column weak beam
Penulis: Linda Permatasari,
Rahadhiyan Putra W., Parang Sabdono, Hardi Wibowo
Kode Jurnal: jptsipildd140739
