The expressions of distributed bars of several normal cases in the practical engineering are presented based on the equalization of the slope of prestressed bars at the end of each curve at inflection point 以預(yù)應(yīng)力筋在反彎點(diǎn)處每段曲線端點(diǎn)的斜率相等為基礎(chǔ),提出了實(shí)際工程中常用的幾種情況的布筋表達(dá)式。
The influences of the reinforcement proportion of distributing bars to concealed bracings on bearing capacity , stiffness , deterioration process of stiffness , ductility , hysteresity capacity , energy dissipation and failure features of low - rise shear wall were studied through experiment analysis on 6 models of low - rise shear wall with concealed bracings under cyclic loading 通過(guò)6個(gè)帶暗支撐低矮剪力墻試件在低周反復(fù)荷載作用下的試驗(yàn)分析,研究了不同的分布鋼筋和暗支撐鋼筋配筋比例對(duì)低矮剪力墻承載力、剛度及其衰減過(guò)程、延性、滯回特性、耗能、破壞特征等方面的影響。