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 buildings designed according to outdated code may not resist the higher demand required by newer code. https://www.patricianorvellmakeupandhair.com/product-category/womens-footwear/
Performance of an Existing Reinforced Concrete Building Designed in Accordance to Older Indonesian Seismic Code: A Case Study for a Hotel in Kupang, Indonesia
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