Analisis Perbandingan Simpangan Lateral Bangunan Tinggi dengan Variasi Bentuk dan Posisi Dinding Geser. Studi Kasus: Proyek Apartemen The Royale Springhill Residences
Sari: A building should at
least be able to bear the loads that work on the structure . Lateral loads such
as wind loads and seismic loads that can cause lateral deflection and gravity
loads including dead load and live load. The higher the building , the lateral
deflection occurs also greater in atas. Structure Engingeer planners are
required to better understand the design of earthquake resistant structures
that are not just simply follow in designing the building , but must comply
with the Earthquake Resilience Planning Procedures for Building a goal is for
earthquake resistance of building structures are planned to function properly
in designing a building structure must be considered rigidity , stability of
the structure withstand any loading imposed on them and how the behavior of the
structure to withstand such loads . ETABS is a 3D Extended program of Building
Systems of Computer and Structure inc that use the Windows operating system .
The use of simulation program ETABS memperlihat pattern collapse was going to
happen so it can be input for the planning and construction of high-rise
buildings better . In this study will be compared to the horizontal deflection
obtained from the comparison position and shape shear walls . Results from this
research is a comparison of deflection that occurs , a review of the limits of
serviceability and ultimate limit each building models to be compared .
Penulis: Aswin Hasan, Imron
Fikri Astira
Kode Jurnal: jptsipildd130058
