Pengaruh Rencana Gempa Metode “Response Spectrum Analysis” pada Perencanaan Struktur Gedung Rumah Sakit 6 Lantai di Palembang

Abstract

The hospital is a public service building in the health sector located in Palembang. This building consist of 6 TH (sixth) floor with a total building height of ± 28 meters, with code SNI 1726 : 2012, this building is design using dynamic procedures (spectrum response). Based on the result of the SPT (Standard Penetration Test) soil investigation, this building is located on the surface of the silt with a classification of soil sites as SE. The structural system applied to withstand earthquakes in this building uses a Special Momen Resisting Frame System (SRPMK) which basically has full ductility and must be used in high seismic risk zones. The modificationdesign made to this are roofing at elevation + 26 meters, where the initial design using steel structures was modified using reinforced concrete structures, this modification was done to obtain a reinforced concrete structure design with long spans.