A total of 22 four-tube Concrete Filled Steel Tubular(CFST)laced columns are tested,with the experimental parameters being slenderness ratio and eccentricity.

 
  • 進(jìn)行共計22根四肢鋼管混凝土格構柱的極限承載力試驗,試驗參數為長(cháng)細比和偏心率。
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