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1)  U-shaped composite beam
新型外包钢组合梁
2)  new U type steel-encased concrete composite beams
新型U型外包钢组合梁
3)  steel-encased concrete T-composite beams
新型外包钢-混凝土T形截面组合梁
4)  new type of steel-encased concrete composite beams
新型外包钢-混凝土组合梁
5)  steel-encased concrete composite beam
外包钢-砼组合梁
1.
To study the interface slip and the deflection properties of a new type of steel-encased concrete composite beams,four full size simply supported specimens with different shear connection coefficient were designed.
为研究新型外包钢-砼组合梁的钢-砼交界面相对滑移及变形性能,设计4根不同剪力连接系数足尺简支梁,其中1根为完全剪力连接组合梁,其余为部分剪力连接组合梁。
2.
In view of at some problems of common steel-concrete beams,a new type of steel-encased concrete composite beams is put forward.
针对典型的钢-砼组合梁的不足,提出一种新型外包钢-砼组合梁。
6)  U-section steel-encased concrete composite beam
U型外包钢-混凝土组合梁
1.
An experiment was conducted on nine U-section steel-encased concrete composite beams,and the relationships of the ductility of the composite beams and their failure modes were probed into to investigate the ductility of this type of composite beams.
为探讨U型外包钢-混凝土组合梁的延性,对9根U型外包钢-混凝土组合梁进行了试验研究,研究了其延性与破坏类型之间的关系。
补充资料:140t/h梁底组合步进式加热炉(上海第二钢铁厂)


140t/h梁底组合步进式加热炉(上海第二钢铁厂)


  、护‘:一步进式力口热霹
  
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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