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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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full intensity of the design spectrum of San Francisco. This will be the case for all the following analysis results presented here. Fig. 6. Maximum I.D. ratio for the 5-, 10-, and 15-story buildings As previously mentioned, the inter-story drift for

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