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Study of Seismically Resistant Eccentrically Braced Steel Frame Systems

机译：地震抗偏心支撑钢框架系统研究

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摘要

EBFs employ the braces with deliberately large eccentricities with respect to the beam-column joint. The eccentricity is introduced to provide a ductile fuse which will prevent hazardous brace buckling at extreme loads. The axial forces in the braces are transmitted to the columns through bending and shear action by a portion of the beam called the 'active link'. The active link provides a superior energy dissipation capability through its inelastic action. The EBF must, then, be designed so that plastic action of the active link occurs on overloading of the structure.

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作者
Kasai, K. ; Popov, E. P.;
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年度 1986
页码 1-303
总页数 303
原文格式 PDF
正文语种 eng
中图分类工业技术;
关键词
Construction joints; Steel construction; Loading(Structures); Earthquakes; Buildings; Bracing; Beam columns; Eccentricity; Hazards; Shear properties; Mechanical properties; Seismology;

机译：施工缝;钢结构;荷载（结构）;地震;建筑物;支撑;梁柱;偏心;危险;剪切性能;机械性能;地震学;

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Study of Seismically Resistant Eccentrically Braced Steel Frame Systems

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