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Civil Engineering Dimension
Article . 2018 . Peer-reviewed
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Civil Engineering Dimension
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Civil Engineering Dimension
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Civil Engineering Dimension
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https://dx.doi.org/10.9744/ced...
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Performance of an Existing Reinforced Concrete Building Designed in Accordance to Older Indonesian Seismic Code: A Case Study for a Hotel in Kupang, Indonesia

descriptionPublicationkeyboard_double_arrow_right Article 07 Apr 2018 Indonesia Publisher:Petra Christian UniversityJournal:Civil Engineering Dimension, volume 20, pages 35-40 (issn: 1410-9530, eissn: 1979-570X, Copyright policy )
Authors: Pudjisuryadi, Pamuda; Lumantarna, Benjamin; SETIAWAN, RYAN; HANDOKO, CHRISTIAN;

doi: 10.9744/ced.20.1.35-40

Performance of an Existing Reinforced Concrete Building Designed in Accordance to Older Indonesian Seismic Code: A Case Study for a Hotel in Kupang, Indonesia

Abstract

The recent seismic code SNI 1726-2012 is significantly different compared to the older code SNI 1726-2002. The seismic hazard map was significantly changed and the level of maximum considered earthquake was significantly increased. Therefore, buildings designed according to outdated code may not resist the higher demand required by newer code. In this study, seismic performance of Hotel X in Kupang, Indonesia which was designed based on SNI-1726-2002 is investigated. The structure was analyzed using Nonlinear Time History Analysis. The seismic load used was a spectrum consistent ground acceleration generated from El-Centro 18 May 1940 North-South component in accordance to SNI 1726-2012. The results show that Hotel X can resist maximum considered earthquake required by SNI 1726-2012. The maximum drift ratio is 0.81% which is lower than the limit set by FEMA 356-2000 (2%). Plastic hinge damage level is also lower than the allowance in ACMC 2001.

Country
Indonesia
Related Organizations
Keywords

indonesian seismic code, seismic performance., TA Engineering (General). Civil engineering (General), non-linear time history analysis, TA1-2040, Indonesian seismic code; non-linear time history analysis; reinforced concrete; seismic performance., reinforced concrete, Engineering (General). Civil engineering (General)

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selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
2
Average
Average
Average
gold