Based on the working principle of EBF, the numerial models of single storey Y style eccentrically braced steel frame are established and the mechanism of the models is analyzed under cyclic load.

 
  • 本文結合EBF的工作原理,建立單層Y型耗能支撐模型,并對該模型進(jìn)行反復荷載作用下的受力性能研究。
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