PERENCANAAN STRUKTUR CITRA DREAM HOTEL SEMARANG
ABSTRACT: Design structure of
Citra Dream Hotel Semarang by SNI 1726-2012 on this final report are designed
inseismic zoning area of Semarang City, Central Java. The building are design
with Structure Frame System method with configuration structure collapsethe
System Bearer Special Moment (SRPMK). The structure frame system methodis are
the configuration structure of the building with moment resisting frame
consisting of beam and column. The configuration system of the Structural Frame
System are consist of reinforced concrete structure. The building was firmly
designed with some load combination such as dead load, live load, and
earthquake. Design with The System Bearer Special Moment (SRPMK) election
expected to be a high story building structure behave ductile therefor this
building firm enough to be swayed by the earthquake that happened. This system
is planned to use the concept of strong column weak beam, where the vertical
elements of the structure (column) should be stronger than the horizontal
elements of the structure (beam), to be plastically formed jointsfirst on the
beam. The joints meeting of the beam-columnshould also be well designed to avoid
collapse first. The analysis of the structure of high story building using
SAP2000 v12 software help to design structural building. Software are used for
helping to determine the fundamental period of the structure and the forces
acting on the structure. In the configuration of the structure collapse the
System Bearer Special Moment (SRPMK) fundamental structural period must be
limited so that the structure is not very flexible. Results in the forces
acting such a axial force, shear, tortion and moment on the structure are used
to design the structure of high story building.
KEYWORDS: SNI 1726-2012;
system special moment frame bearer (SRPMK); strong column weak beam; the joints
meeting of the beam-column; fundamental structural period
Penulis: Anuntyo
Pramuwicaksono, Dwina Maharani, Nuroji Nuroji, Parang Sabdono
Kode Jurnal: jptsipildd140737
