Perencanaan Struktur Gedung Asrama Mahasiswa Universitas Sriwijaya Palembang Dengan Penahan Lateral Kombinasi Sistem Rangka Pemikul Momen Dan Dinding Struktural
Abstrak: Indonesia is an
earthquake prone areas, to reduce the risk of the disaster required the
construction of earthquake resistant buildings. The structure usually design
base on the elastic analysis that would be multiplied by load factor to
simulate the ultimate condition. Actually, the behavior of building subject to
seismic loads are in-elastic. Concrete structure is the most commonly material
in the construction. In high-rise buildings quake resistant, generally the
forces at column is enough to resist the quake loads so need to use rigid
structural elements such as shearwall to resist combined shear force, moment
and axial force due to earthquake. With using shearwall, the majority of quake
loads will be absorbed by shearwall. This
essay took the topic about Sriwijaya University dorm building with lateral
resistant combined moment resisting frame system and shearwall. Building were
designed according to SNI 03-2847-2002 and SNI 03-1726-2002.
From the result of the calculation have been done, the result is
dimension and rebar reinforcement of the struktural elements. Beam dimension 25
x 40 cm, column dimension 40 x 40 cm, slab thickness 16 cm and shearwall
thickness 25 cm. Joint displacement deviation due to x axis quake load and y
axis quake load is 5,52 mm and 5,71 mm, where that result not exceed service
limit and ultimate limit of building.
Penulis: Sendi Septian Rian
Sanjaya
Kode Jurnal: jptsipildd140207
