Analisis Struktur Gedung POP Hotel Terhadap Beban Gempa Dengan Metode Pushover Analysis

Zainal Arifin, Suyadi Suyadi, Surya Sebayang

Abstract


In a fact, the development of Indonesian building codes demand higher design earthquake load.
This condition generates the need for retrofitting in existing building that was design with older
building codes, in purpose to acquire the safe building performance. The significant load increase
shown in the latest building code (SNI 1726-2012) gives the urgency to perform seismic risk
asessment and retrofit design for this building.
Seismic risk of the building is determined from the performance level through static non-linear
analysis (pushover) based on the design earthquake of the new code (SNI 1726-2012). This result
means that the damage control performance level, unless retrofitting is performed on each of the
deficient element.
Keywords : SNI 1726-2012, pushover, damage control, load of earthquake.

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References


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ISSN: 2303-0011