1) stirrup
[英]['stɪrəp] [美]['stɪrəp]
箍筋
1.
Analysis on shearing capacity of concrete beams with corroded stirrups;
锈蚀箍筋混凝土梁的抗剪承载力分析
2.
Influence of the stirrup on corrosive expanding of the concrete building units;
箍筋对混凝土构件锈胀开裂影响分析
2) hoop
[英][hu:p] [美][hup]
箍筋
1.
The steps of assuring the quality of hoop close of frame beam nodes;
保证框架梁柱节点区柱箍筋加密质量的措施
2.
By means of simulating cross-sectional moment-curvature relations of 10 reinforced concrete columns, the predictions of six hoop-confined concrete models are compared with experimental results, showing that the SR model is more accurate than the others for members under compression and moment.
通过对1 0根钢筋混凝土柱截面弯矩曲率关系的仿真分析,比较了6种箍筋约束混凝土模型在压弯条件下试验结果的预测能力,结果表明SR模型最准
3.
The results show that there is the influence of the flank and the hoop and the arch to the ultimate bearing capacity of the weakened section of the joint.
通过对比研究,探讨板、箍筋及拱的作用对混凝土极限承载力的影响。
3) stirrups
[英]['stirəp] [美]['stɝəp]
箍筋
1.
Experimental tests on six slab-column connections with cross-shaped section columns, (three without shear reinforcement, and the remainders with stud shear reinforcements or stirrups) and two relative slab-column connections with square columns were carried out to research into the punching shear of the connections strength and compare the punching shear strength of stud and stirrups.
进行了6个十字形柱-板柱连接(其中3个未配置、3个配置了抗冲切锚栓或箍筋)和2个对比方柱-板柱连接的冲切试验,研究了异形柱-板柱连接的冲切受力特性,同时将锚栓和箍筋的抗冲切性能进行了对比。
2.
The effect of stirrups in concrete structure holds the balance, and it has large influence on the performance of structure after corrosion.
箍筋在混凝土结构中的作用举足轻重,箍筋锈蚀后对结构性能影响较大。
3.
Considering the change of the spacing and diameter of stirrups,a corrosion-induced cracking module for concrete members is built by ANSYS.
利用有限元软件ANSYS建立考虑箍筋间距、直径变化的钢筋混凝土构件锈胀裂分析模型,研究箍筋对纵筋锈蚀导致钢筋混凝土构件保护层胀裂的影响。
4) shapes of hoop
箍筋形式
1.
The study of shapes of hoop for high-strength concrete frame column the hysteretic characteristics;
箍筋形式对高强混凝土框架柱滞回特性的研究
5) overlapping hoops
复合箍筋
1.
According to the character of uniform reinforcement with ring section and assumption of strains of section keeping in plane,moreover stress-strain relationship of concrete confined by overlapping hoops and steel tubes,the formula of .
根据周边均匀配筋的环形截面的受力特点和平截面假定,应用复合箍筋约束混凝土和核心钢管混凝土的应力应变关系,进行了部分预应力压弯构件延性系数计算。
2.
The effect of overlapping hoops on the strength and ductility of highstrength concrete were studied in detail,and were compared with lowstrength confined concrete.
较详细地研究了复合箍筋对高强混凝土（Ｃ６０）强度和变形的影响，并与普通强度约束混凝土（Ｃ３０）进行了比较，主要考虑了箍筋直径、间距、形式和强度等影响因素。
3.
The effect of overlapping hoops on the strength and ductility of high-strength concrete were studied in detail, and were compared with low-strength confined concrete.
较详细地研究了复合箍筋对高强混凝土(C60)强度和变形的影响,并与普通强度约束混凝土(C30)进行了比较,主要考虑了箍筋直径、间距、型式和强度等影响因素。
6) bunding and binding
箍筋绑扎
补充资料：箍筋
1.建筑物中用来箍扎保固的钢筋。
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