English translation for "配箍率"
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- stirruratio
Related Translations:
箍痛: girdle paingirdle-pain
- Example Sentences:
| 1. | It has little effect on the enhancement of ultimate bearing capacity of frame column that the ratio of the hooped reinforcement in the joint area is increased again after it is up to a certain degree
节点区箍筋加密到一定程度再提高配箍率，对框架柱极限承载能力的提高已没有多大效果。 | | 2. | The result appears that the strength , hardness and ductility of corroded rc beam decrease with corrosion ratio , and the structure failure mode may change from flexural failure to shear failure when stirrup ratio is low
研究表明，锈蚀受弯梁的强度、刚度和延性随着锈蚀率的增加而减少。对配箍率较小的锈蚀梁，其破坏形态可能从受弯破坏转变为受剪破坏。 | | 3. | In order to determine the relations between the four main bond - anchoring factors - concrete strength , concrete cover thickness , steel shape embedment length and the ratio of the transverse hoops - and the bond strength , and establish the bond - slip constitutive relations , 16 standard push - out test specimens were designed , and 4 comparison specimens were additionally designed to find the difference of the bond performance between the web , inside and outside of flanges the steel shape
设计了16个型钢混凝土标准推出试件，以考察混凝土强度、型钢的混凝土保护层厚度、型钢埋置长度及横向配箍率四个主要锚固条件与粘结强度的相互关系和型钢混凝土粘结滑移本构关系；设计了4个对比试件，以考察型钢翼缘内侧、外侧和腹板与混凝土粘结性能的区别。 | | 4. | Based on the tests , the advised formula of normal section bearing capacity and inclined section bearing capacity of high strengthen concrete frame columns are put forward , and the limit of axial compressive ratio and the minimum stirrup ratio in the encrypted region which meet ductility requirement to c60 concrete frame columns are given
在试验研究的基础上，提出高强混凝土框架柱正截面和斜截面承载力计算的建议公式，且给出了满足延性要求的c60混凝土框架柱轴压比限值和箍筋加密区箍筋的最小体积配箍率。 | | 5. | An analysis is developed for influence factors that have some influence on joints " behavior . the results show that axial ratio has a good and visible effect on the capacity of joints ; that the higher concrete strength is , the higher the capacity of joints is ; the ratio of reinforcements and the thickness steel web of column have large influence on the ductility src joints , not but the capacity of src joints
分析表明：轴压比对节点的刚度、抗裂度的提高是有利的，且增大幅度较大；节点承载力和抗剪能力随混凝土等级的提高而提高；钢腹板厚度和配箍率的增大对节点承载力提高幅度不大，其对节点的延性影响较大。 | | 6. | The influence of such parameters as axial load index , aspect ratio and percentages of lateral reinforcement , on seismic performance of reinforced concrete frame column in hong kong and analyses the distribution relationships of flexural deformation , shear deformation and slippage of longitudinal reinforcement in joint zone
根据试验结果，讨论了轴压比、配箍率、剪跨比等参数对其抗震性能的影响，分析了水平荷载作用时塑性铰区的弯曲变形、剪切变形和纵向钢筋粘结滑移变形所产生的位移在框架柱总水平侧移中所占的比例及其变化规律。 | | 7. | When the axial compression ratio increases more than 0 . 42 , the variation of the displacement ductility ratios is small ; when the stirrup ratio per unit volume increases more than 1 . 9 % , the displacement ductility increases slowly ; with increasing the shear span ratio a , the displacement ductility increases for , < 1 . 5 , decreases for > 1 . 5
当轴压力系数增加到0 . 42以后，位移延性的变化较小；体积配箍率增加到1 . 9 %后，位移延性的增长减缓；当剪跨比小于1 . 5时，型钢混凝土柱的延性系数随剪跨比的增加而提高；但当剪跨比大于1 . 5时，随着剪跨比的增加，型钢混凝土柱位移延性系数有所降低。 | | 8. | 5 results of an experimental investigation on shear behavior of l , t and + - shaped columns are presented . the effects of shear - span ratio , axial compression ratio , stirrup contents and loading direction on shear behaviors of l , t , and + - shaped columns are discussed . combining with test data of others , the formulas for shear strength of l and + - shaped columns are given
5对l 、 t 、十形柱受剪性能进行了低周反复荷载试验研究，讨论了剪跨比、轴压比、配箍率、荷载作用方向对l 、 t 、十形柱承载力和延性的影响，并结合他人试验结果，提出了l 、十形柱的偏下线受剪承载力公式。 | | 9. | The shear mechanism , failure mode , deformation capacity , bearing capacity and the reliability of the anchored angle steels of the wrapped steel concrete cast - in - site frame typical story exterior joints under the middle and high axial compression ratio ( n = 0 . 3 , 0 . 5 , 0 . 6 ) , the working performance , failure mode , and the shear capacity of top story joints under the crack moment , the hysteresis characteristic and the dissipation energy capacity of the test joints are all analysed based on the 1 / 4 model pseudo - static tests of five specimens of wrapped steel concrete cast - in - site frame exterior joints , which varied in axial compression ratio , distribution of the beam angle steels and the stirrup ratio
基于上述分析，本次试验通过五个外包钢混凝土边节点1 4比例模型的伪静力试验，以柱的轴压比、梁角钢布置形式、配箍率等为主要参数，分析外包钢混凝土现浇框架一般层边节点在中高轴压比( n = 0 . 3 、 0 . 5 、 0 . 6 )条件下，节点的抗剪机理、破坏模式、变形能力、承载能力和角钢锚固的可靠性；分析了顶层边节点在张开弯矩作用下的工作性能、破坏模式和抗剪承载力；分析了试验节点的滞回性能和耗能能力。 |
- Similar Words：
- "配给制，供给制。" English translation, "配给制度" English translation, "配工" English translation, "配功放" English translation, "配箍筋混凝土" English translation, "配箍桩" English translation, "配股" English translation, "配股，股票认购权发行" English translation, "配股权" English translation, "配股认购人" English translation
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