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Abstract
Earthquake events have been demonstrated to be a major threat to building in Indonesia. It was found that many building failures occurred due to design shortage or construction shortcomings. This research is intended to propose the evaluation method for the concrete building against the possible earthquake. Pushover analysis was performed to study the nonlinear behaviour of a concrete building. A total of two types of concrete buildings, designed for seismic and designed for gravity load only, were investigated. The results show that the concrete building designed for seismic has better performance in both local and global response than that of the concrete building designed for gravity.
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Details
1 Civil Engineering Department, Faculty of Engineering, Bina Nusantara University Jakarta, Indonesia 11480
2 Department of Civil Engineering, King Abdulaziz University, Jeddah, Saudi Arabia