PERENCANAAN STRUKTUR GEDUNG SILOAM HOSPITALS MEDAN
ABSTRACT: SNI 1726- 2012 has
been implemented and used as basic guidance for earthquake-resistant building
design. This regulation replaced RSNI 1726- 2002 which is not suitable for Indonesia’s
area that always undergoes earthquake. Siloam Hospitals Medan Building was
designed by RSNI 1726- 2002. This journal describes the result of Siloam
Hospitals Medan Building’s calculation by SNI 1726- 2012. Structural analysis
of Siloam Hospitals Medan Building is calculated by SAP2000 software. The
outputs are internal forces which are used to calculate the dimension of
structure and bar which is needed. This structure uses the method of Special
Moment Resisting Frame which is expected
that it has a high ductility due to its location where is in soft soil
earthquake risk area.
Penulis: Fitri Aprilliana,
Lasmaria Angelina P., Windu Partono, Rudi Yuniarto Adi
Kode Jurnal: jptsipildd140532
