engleski

Comparison of RC frames periods with the empiric expressions given in Eurocode 8

For the earthquake design of RC structures, period of vibration is not known, and because of that the simplifield expressions are given in the construction codes, which usually link the base period with the height of the structure.Paper verify these empirical expressions and find conclusion whether the expressions are good as a starting assumption for design.

empirical expresions ; Eurocode 8 ; period of vibration ; RC frames

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