Some essential causes of composite frame column showing pre going strain in pulling steel under laterally reversed low cyclic loading after entering elastic plastic phase are analysised.

 
  • 提出了水平低周反復荷載下疊合框架節點(diǎn)剛度弱化現象及加強節點(diǎn)剛度的構造措施,對高效預應力疊合框架在地震區的應用具有現實(shí)意義。
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