reinforcement n. 1.增強(qiáng),加固;補(bǔ)強(qiáng)物,強(qiáng)化物;補(bǔ)給品。 2.增援,支援;〔pl.〕增援部隊(duì),援軍;救援艦。 a stub reinforcement 【電學(xué)】撐桿;幫樁,接腿。 a concrete reinforcement worker 鋼筋工人。
Critical fatigue reinforcement ratio of concrete beams reinforced by cold - rolled deformed steel bar 冷軋帶肋鋼筋混凝土受彎構(gòu)件的疲勞界限配筋率
It is very different from that in practice , under such circumstances the longitudinal reinforcement ratio is among 1 . 0 ~ 1 . 5 % 這與工程實(shí)踐中縱筋率一般在1 . 0 1 . 5 %左右的實(shí)際情況差距較大。
During the swelling capacity test of the reinforced soils under load , three different reinforcement ratio samples are tested in order to reduce their expansion of the soils 在加筋土有荷載膨脹量試驗(yàn)中,取三種不同加筋率的試樣進(jìn)行試驗(yàn)求其膨脹率。
The codified design equations based on such testing data may be unconservative . systematic investigation for effect of longitudinal reinforcement ratio on shear behavior of rc beams is particularly rare 因而,建立在這種縱筋率較高的梁的受剪性能試驗(yàn)數(shù)據(jù)基礎(chǔ)上的規(guī)范抗剪設(shè)計(jì)方法可能是偏不安全的。
The major factor considered in experiment are followed : the influence of width of wall , the influence of different reinforcement ratio of wall , the influence of axis compress ratio , the influence of mortar layer 試驗(yàn)中考慮的主要因素有:墻體厚度對(duì)于抗震的影響、墻體不同配筋的影響、軸壓比的影響、砂漿層的影響等。
According to the formula given by the " the rules of operation " , to get the precision result , the rot of the steel and reinforcement ratio can ' t be omitted 根據(jù)規(guī)程給出的二次受力公式,通過(guò)加固前后的比較得到了,對(duì)于碳纖維加固梁,鋼筋的腐蝕及配筋率對(duì)于承載力的影響比較明顯,會(huì)降低承載力,所以加固時(shí)必須考慮鋼筋梁的腐性情況。
Secondly , comparison of the tested results unveiled effect of various longitudinal reinforcement ratios on development of cracks , final failure mode , and ultimate capacity . primary conclusions were thus drawn 其次,通過(guò)對(duì)比研究不同縱筋率試件的裂縫開(kāi)展和延伸規(guī)律、破壞形態(tài)特征、以及承載能力等,初步總結(jié)了縱筋率的影響規(guī)律。
In general , to ensure the final shear failure , a very large longitudinal reinforcement ratio , usually larger than 2 . 8 % , was chosen as a prerequisite in previous studies on shear behavior of reinforced concrete beams 以往對(duì)鋼筋混凝土梁受剪性能的試驗(yàn)研究中,為了保證最終發(fā)生剪切破壞,常有意將梁的縱筋率設(shè)置得很大(常常大于2 . 8 % ) 。
Problems are often occurred : cross - section of frame columns depends upon the limit of axial compressive ratio , the constructional reinforcement ratio becomes the ratio of longitudinal reinforcing steel bar of frame columns , such problems are not reasonable 經(jīng)常出現(xiàn)的情況是:框架柱的斷面由軸壓比限值確定,而框架柱的配筋由構(gòu)造配筋率決定,這其中存在著不合理的地方。