Studi Komparasi Penggunaan Base Isolation Tipe Lead Rubber Bearing dan Friction Pendulum Bearing pada Bangunan Gedung Anutapura Medical Center Palu

Amelynda Oktaviyana Suzzan, Tavio Tavio

Abstract


Earthquake-resistant-building with seismic isolation system is the concept that separate upper building from the source of vibrations on subgrade. Because it's separated, the height of the building is limited to avoid rollout. AMC building is located in Palu City, an earthquake-prone area, so it’s necessary to plan isolation system to reduce the earthquake load and minimalize damage. This study used ETABS program to model structure with fixed-base, LRB and FPB. They are analyzed by pushover and nonlinear time history analyses. The results show that the performance level of fixed-base structure is LS while performance level of LRB and FPB types are IO. The LRB type structure increases the structure period by 129.6%, while the FPB type increases by 160.3% compared to the fixed-base type. The LRB type reduces the roof maximum-drift by 65.6%, while the FPB type reduces by 68.8% compared to the fixed-base roof maximum-drift.

Keywords


base isolation, Lead Rubber Bearing, Friction Pendulum Bearing, Pushover, NLTH

Full Text:

PDF


DOI: http://dx.doi.org/10.12962/j2579-891X.v22i4.21176

Refbacks

  • There are currently no refbacks.


Jumlah Kunjungan:Web
Analytics

Creative Commons License
Jurnal Aplikasi Teknik Sipil by Pusat Publikasi Ilmiah LPPM Institut Teknologi Sepuluh Nopember is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License

Based on work at https://iptek.its.ac.id/index.php/jats