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- W2293591670 abstract "The inelastic seismic behaviour of two reinforced concrete buildings of 15 and 25 levels is compared with and without shear-walls: A case-frames and B caseframes and shear walls, both directions. The resistance-seismic design and vertical loads is made according to the requirements of the Mexico City Code (RDF-93), satisfying the limit states of service (drifts ≤ 0.012) and resistance (Q = 3): compressible zone (soft soil), B group (offices), and the concrete walls density (wall area/ plant total area) in the superstructure (B case) is a little more less than three and two percent for the transversal and longitudinal directions, respectively, which is common in constructions after 1985 earthquake damages. Inelastic seismic responses are determined with dynamic analysis step by step with SCT-EW-85 record with and without over-resistance effects. Results show the importance of the participation of the shear walls in order to reduce of the magnitude of structural damages during severe seismic future events." @default.
- W2293591670 created "2016-06-24" @default.
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- W2293591670 date "2005-05-05" @default.
- W2293591670 modified "2023-09-26" @default.
- W2293591670 title "Inelastic Seismic Response Comparison Of Two15 And 25 Level Buildings Of Reinforced ConcreteWith And Without Shear Walls" @default.
- W2293591670 doi "https://doi.org/10.2495/eres050241" @default.
- W2293591670 hasPublicationYear "2005" @default.
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