Abstract
Six chevron braced steel frames are studied using elastc-plastc tme history analysis when sufered from farfault major earthquakes. According to the structure of story shear distributon curve, proposes a new model which can be used to design CBSF structure story shear distributon patern, with the story shear distributon paterns and elastcplastc tme history analysis results contrast, indicated this model has higher accuracy; Discusses the structure feature, the ground moton characteristcs of the infuence of story shear distributon.
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