EVALUASI STRUKTUR ATAS BOGOR VALLEY APARTEMEN DAN HOTEL
ABSTRACT: Bogor Valley
Apartment and Hotel was built in November 2012.This high rise building consists
of 2 towers of apartment and 1 tower of hotel. The apartment reaches 63,7m high
with 22 stories and 2 semi basements and the hotel has 10 stories with no semi
basement.This upperstructure evaluation of Bogor Valley Apartment and Hotel is
based on Indonesian Seismic Code (SNI 03 – 1726 – 2012). Structure is modeled
as similar as possible to existing structure. Structural element represents
detail section in As Built Drawing. Loading structure in the form of dead load,
live load, and seismic load. This structure has irregular shape and high enough
stories so therefore using dynamic seismic load analysis is more suitable.
Upper structure analysis is using SAP2000v14. As the result of calculations
showed that structural element of Bogor Valley Apartment and Hotel building
needs to be reviewed deeper because there are some elements that cant pass the
requirements based on analyze of Indonesian Concrete Code (SNI 03 – 2847 –
2002).
KEYWORDS: Spesial Moment
Resisting Frame System (SMRFS); SNI 03-1726-2012; Dynamic seismic load; SNI 03
– 2847 - 2002; SAP2000 v14
Penulis: Anderika Pradhita,
Fajar Wahyu Putranto, Sukamta, Hardi
Wibowo
Kode Jurnal: jptsipildd140521
