Finite element parametric analysis of high-strength eccentrically braced steel frame with variable-cross-section replaceable link

HIGHLIGHTS

• who: Xiaolei Li et al. from the School of Civil Architecture and Engineering, Xi`an University of Technology, Xi`an, China have published the research work: Finite Element Parametric Analysis of High-Strength Eccentrically Braced Steel Frame with Variable-Cross-Section Replaceable Link, in the Journal: (JOURNAL) of 21/09/2022
• what: The tie ends constraints tousing the frame beamThe andboundary column in the U2, UR1, and UR3 at both the were frameapplied column coupling. conditions of the model UR1, and UR3ofdirections, and the displacement conditions were applied simultaneously directions, and the displacement conditions were . . .
  

   

  

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