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- W2336207310 abstract "The aim of this study was to propose an extension of the displacement-based assessment procedure for infilled reinforced concrete (RC) frames. Two fundamental steps of the displacement-based approach were studied: the determination of the equivalent viscous damping and the definition of the limit-state displacement profile. The proposed criteria were derived by examining the results of two different numerical investigations regarding the nonlinear seismic response of single- and multi-story infilled RC frames. Lastly, the effectiveness of the method was verified through comparisons, in terms of displacement demand, with the results of nonlinear dynamic analyses." @default.
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- W2336207310 date "2016-04-12" @default.
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- W2336207310 title "A Procedure for the Displacement-Based Seismic Assessment of Infilled RC Frames" @default.
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