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.

 
  • 本文结合EBF的工作原理,建立单层Y型耗能支撑模型,并对该模型进行反复荷载作用下的受力性能研究。
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