期刊
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS
卷 232, 期 -, 页码 -出版社
ELSEVIER
DOI: 10.1016/j.jweia.2022.105279
关键词
High -rise building; Bouc-Wen hysteresis model; Biaxial effect; Inelastic response; Peak ductility demand
Three reduced-order building models were developed based on a nonlinear finite element model of a 60 -story steel building, with different biaxial hysteretic generalized restoring force and displacement relations. These models accurately estimated fluctuating responses but overestimated time-varying mean alongwind displacement. An improved estimation method for time-varying mean alongwind displacement was presented. The study also investigated the influence of biaxial interaction on inelastic responses, showing that it leads to faster growth of time-varying mean displacement but does not affect its steady-state value.
Three reduced-order building models with different biaxial hysteretic generalized restoring force and displace-ment relations were developed using static modal pushover analysis of a nonlinear finite element model of a 60 -story steel building. It was illustrated that the reduced-order models can give accurate estimations of fluctuating responses but overestimate the time-varying mean alongwind displacement. The nonphysical displacement drift of the Bouc-Wen hysteresis model is responsible for this overestimation. An improved estimation of time-varying mean alongwind displacement was presented. A comprehensive parametric study concerning the influence of biaxial interaction on inelastic responses was also performed. The biaxial interaction leads to faster growth of time-varying mean displacement but does not affect its steady-state value. It results in increase in the low-frequency component but decrease in the resonant component of alongwind displacement. It leads to more reduction in alongwind acceleration. The crosswind response, which is greater than the alongwind response, is not affected, or only slightly reduced when both alongwind and crosswind responses are close to each other in magnitude. The peak ductility demand of a combined alongwind and crosswind response is less affected by the biaxial interaction. The new insights of this study can have wide applications to other buildings and wind directions.
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