PERENCANAAN STRUKTUR GEDUNG KULIAH DI YOGYAKARTA
ABSTRACT: Auniversity building
is planned to be built inYogyakarta. The structure of the building is designed
to comply with the Indonesian Concrete Code (SNI 03-2847-2002)for Special
Moment Resisting Frame System (SMRFS). Dynamic analysis of the structure is
based on spectrum method regulated inIndonesian Seismic Code(SNI 03-1726-2012).
The structure of this building is designed to followthe Strong Coloumn Weak
Beam concept. With this concept, plastic hings are designed to form on beam
ends when the structure is hit by earthquake.Thestructural analysis conducted
in this project shows that the structure is strong enough to resist earthquake
loading.
KEYWORDS: Spesial Moment
Resisting Frame System (SMRFS); Capacity Design; Spectrum Respons; SNI
03-1726-2012
Penulis: wahyu hardianto, Ario
Bimo Hanityo, Himawan Indarto, Ilham Indarto
Kode Jurnal: jptsipildd140535
