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- W2327761194 abstract "The applicability of equivalent SDOF model for the prediction of nonlinear response of single-story asymmetric buildings is discussed in this paper. In the first part, a torsional index is defined based on each mode shape, and the relationship of parameters of asymmetric building model (eccentricity ratio, radius ratio of gyration torsional stiffness) and proposed torsional index is investigated. In the latter part, the applicability criteria of the procedure to predict the largest peak displacement of flexible-side frame of asymmetric buildings by using equivalent SDOF model is investigated. The results show that the predicted results agree well with that of nonlinear time-history analyses, only if the first and the second modes of asymmetric building model are predominantly translational mode; the torsional indices of the first and the second modes are smaller than unity. The contribution of the first modal response to the whole response is also discussed in this paper." @default.
- W2327761194 created "2016-06-24" @default.
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- W2327761194 date "2013-01-01" @default.
- W2327761194 modified "2023-09-26" @default.
- W2327761194 title "TORSIONAL INDEX OF SINGLE-STORY ASYMMETRIC BUILDING MODEL FOR APPLICATION OF SEISMIC RESPONSE EVALUATION USING EQUIVALENT SDOF MODEL" @default.
- W2327761194 doi "https://doi.org/10.3130/aijs.78.299" @default.
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