1) eccentrically compressed reinforced concrete members
钢筋混凝土压弯试件
1.
The eccentrically compressed reinforced concrete members heated on three faces are loaded in different conditions,namely the after heating, after two hours of high temperature maintenance and after cooling.
本文对19根三面加温至800℃的钢筋混凝土压弯试件进行了高温时、恒温两小时后以及降温后三种温度工况的加载试验,分析了其受力性能的差别,包括试件的破坏特征、极限承载力和变形规律等。
3) RC member in bending
钢筋混凝土受弯构件
1.
According to the quantities of experimental results, the failure form, symbol of ultimate bearing capacity and limit estimation of RC member in bending retrofitted with different FRP reinforcement are discussed.
根据用不同纤维材料(布、板)加固的钢筋混凝土受弯构件的大量试验结果,对其失效形式、承载力极限标志、界限判别进行了讨论。
4) T section R.C.members subjected to axial compression and biaxial bending
T形截面钢筋混凝土双向压弯构件
5) reinforced concrete/uniaxial and biaxial flexural-compression member
钢筋混凝土/单.双向压弯构件
补充资料:采用滑模工艺建造钢筋混凝土烟囱
采用滑模工艺建造钢筋混凝土烟囱
采用滑模工艺建造钢筋混凝土烟自
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条