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Hello Team, I've understood that certain percentage of live load (25% or 50%) as per live load intensity shall be considered for seismic mass calculation as per IS 1893 : 2016, But nowhere it is mentioned in this code, about live load reduction in seismic…

Is there any method to apply earthquake loading on buried structures other than applying earthquake record via dynamic analysis? I meant methods like HASHSH* method that are static loading instead of time history. i want to design an underground structure…