PERENCANAAN STRUKTUR GEDUNG POLITEKNIK KESEHATAN SEMARANG
ABSTRACT: Structure design of
Semarang Health Polytechnic building was designed with SNI 2847-2013 and SNI
1726-2012, Semarang Health Polytechnic building structures was included in
Seismic Design Criteria Type D with high seismic risk level, so in designing
the building used special moment resisting frames system method. It also used
the concept of capacity design. The purpose of this concept if the strong
earthquake is occur, plastic hinges can be formed on the element beams
structure. In order to ensure plastic hinges are formed on the beams, the
columns should be designed to be stronger than the beams (Strong Column Weak
Beam). The foundation was designed as caisson foundation, because the soil in
that area was hard soil type. The results of the structural analysis show that
the building was safe analytically.
Penulis: Muhammad Irvan Zidny,
Whanda Aristia Widiyanto, Ilham Nurhuda, Himawan Indarto
Kode Jurnal: jptsipildd150191
