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IS 1893 (Part 1): 2002 and retrofitted with steel bracing. The fragility analysis was also carried out to indicate the probability of damage under different states 

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IS 1893 (Part 1):2002. • Response reduction factor, R. – Earthquake resistant structures are designed for much smaller seismic forces than actual seismic.

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Title EL — Response quantity due to earthquake load 1893 (Part 1) : Criteria for earthquake resistant 2002” design ofstructures: Part lGeneral ELX — Response 

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