Open AccessA new form of steel base isolation system for seismic high-rise building
Author(s) -
Taufiq Rochman,
Nawir Rasidi,
S. Sumardi,
Fadjar Purnomo
Publication year - 2020
Publication title -
iop conference series. materials science and engineering
Language(s) - English
Resource type - Journals
eISSN - 1757-899X
pISSN - 1757-8981
DOI - 10.1088/1757-899x/732/1/012010
Subject(s) - earthquake shaking table , acceleration , structural engineering , base isolation , earthquake resistance , vibration , peak ground acceleration , base (topology) , frame (networking) , finite element method , seismic loading , reduction (mathematics) , steel frame , spectral acceleration , engineering , seismic resistance , seismic analysis , ground motion , acoustics , mathematics , mechanical engineering , physics , geometry , mathematical analysis , classical mechanics
The higher story of a building then it will be more vulnerable to its earthquake or seismic responses. The use of seismic devices will reduce earthquake force. In this study, the steel base isolation material has been proposed. This paper aims to design a new steel base isolation system that have good resistance in both of seismic vibration and axial pull out. The building data are 3D mini three-story, six-story, nine-story steel frame structures. The shaking table is used to test with two types of vibration, medium and maximum. FEM analysis was implemented to find the seismic responses. From the calculation results, a reduced response was obtained in conditions of moderate damage to a three-story frame with an average acceleration of 88% reduction, a maximum acceleration of 22% reduction and a six-story frame in heavy damage with an average acceleration of 73%, the maximum acceleration is reduced into 43%.