EVALUASI KINERJA GEDUNG PERKULIAHAN BETON BERTULANG 7 LANTAI di YOGYAKARTA DENGAN ANALISIS PUSHOVER DAN BANTUAN STERA_3D
Abstract
The building has several function as a place for people to do a lot of
activity such as social function, religious activity, education relate activity, health
activity and a lot of other activity. This building will be having some problem
with the structure or even the architecture. The problem with structure of the
building is a very tisky problem especially it the cause is an earthquake. In some
aspect, earthquake become an important consideration when it comes to planning
towards the building that would be built. The earthquake that happen to be in the
of three main direction whish consist of two horizontal direction and a vertical
direction. STERA_3D programs could process the three of them so that it will
produce the correlation chart between base shear-top drift, orbit of displacement
chart, Maximum Inter-story Drift chart, and pushover analysis chart. The data
input of earthquake is in the form of El Centro, Kobe, and Parkfield time history
and being match with the response spektrum in Yogyakarta using the
seismomatch application. The result from Shear Redudancy Factor Obtained by
value for building With additional loads Masonry Sevalue 6.94 and without
Masonry Sevalue 7,09 and with seven story building.