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This paper deals with seismic analysis of RC (reinforced concrete) frame structures without and with shear walls, taking into account the present-days requirements of Eurocode 8 (EC-8). Relevant procedures are presented and discussed referring to the analyses and results taken from two case studies: the first one is a skeleton frame, the second is a dual plane system.

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.0 14.6 5-MC9 7.6 7.2 6.9 6.7 7.7 7.1 4-EC8

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