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- W2185201069 abstract "During the development process of the earthquake engineering discipline, seismic design codes evolved simultaneously and were updated from time to time in order to match the current state-ofthe-art at that time. Current international seismic design codes tend to converge on the issues of design methodology and the state-of-the-art. The existing codes differ significantly in specifying the limits on various control parameters and, if a building is designed for a given seismic hazard, using different seismic design codes, it is expected that seismic performance of the very same building will vary significantly. This article presents a comparative study of the seismic performance of an eightstorey RC frame building designed according to the U.S. American (ASCE 7-10 2010) and Indian (IS 1893-Part1 2002) seismic design codes for a given value of PGA corresponding to the Maximum Credible Earthquake (MCE)." @default.
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- W2185201069 date "2012-01-01" @default.
- W2185201069 modified "2023-09-27" @default.
- W2185201069 title "COMPARATIVE SEISMIC PERFORMANCE OF RC FRAME BUILDINGS DESIGNED FOR ASCE 7 AND IS 1893" @default.
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