PERENCANAAN STRUKTUR RUMAH SAKIT ISLAM SULTAN AGUNG SEMARANG
ABSTRACT: Structure design of
Sultan Agung Islamic Hospital designed by SNI 03‒2847‒2002 and SNI 1726‒2012,
where analysis of earthquake load structure the building made by Spectrum
Analysis Method of Dynamic Response. The analysis dynamic response spectrum of
building structure is included in Seismic Design Criteria of type D with high
seismicity level of risk, so that the planning system is the method used by the
building frame structure configuration bearers Special Moment Frame
System(Sway‒special). Sway‒special system is designed to be the building does
not collapse during an earthquake in excess of the earthquake that has been
designed, therefore Sway‒special the model is designed to qualify the strong
column weak beam, where the columns are designed to withstand the beam when the
beam undergo plastic hinge. Additionally joint should also be designed to
prevent well collapse when the beam experiencing first plastic hinge. The
structure design of Sultan Agung Islamic Hospital has asymmetrical shape
configuration , so when an earthquake the building will undergo rotational
stiffness caused by the center of mass and the center of rigidity is not
located in a single point, so that should be dilated so that the center of mass
and center of stiffness becomes coincide.
KEYWORDS: SNI 1726‒2012;
system special moment frame bearer (SRPMK); strong column weak beam; structure
dilation
Penulis: Ahmad Faisol, Saddam
Mirza, Nuroji, Himawan Indarto
Kode Jurnal: jptsipildd140493
