为什麽基约翰博士说男人的亲密周期好像橡筋箍一样?你经验是否认正这一点?。
Why did Dr. John Gray say that Man's intimacy cycle is like a rubber band?Does your experience confirm this?
从学校的照片上看，它还是用了些钢筋，但没有设计好，因为主筋周边没有采用箍筋。
From the pictures of the schools, it seems like there was some kind of reinforcement, but it \ \ \ 's not well designed because in the steel bar there \ \ \' s no confinement.
冬季奥运会：是启发对紧箍筋的冬季运动裤厚和绝缘的运动衫。
Winter OLYMPICS: Be inspired by winter sports for tight stirrup leggings in thick and insulating jerseys.
提出屈服曲率和极限曲率(并考虑箍筋影响)的计算公式，与试验结果作比较，验证公式的有效性。
The formulas to calculate the yield and ultimate curvature of beam are worked out considering the action of the stirrup, and the accuracy of the formula was proved by experiment.
最常见的形式箍筋采用的是垂直箍筋。
The most common form of web reinforcement used is the vertical stirrup.
最常见的形式箍筋采用的是垂直箍筋。
The most common form of web reinforcement used is the vertical stirrup .
箍筋可能被允许在单圈长度上彼此接触。以上细节见8.7。
Lapped bars may be allowed to touch one another within the lap length. See 8.7 for more details.
我们选择内置木箍筋与金属元素的连续的屋顶结构。
For the roof we have chosen a row structure resting on wooden stirrups secured with metallic elements.
提出了有斜裂缝梁内的混凝土承受的剪力和箍筋应力的计算方法。
The method for calculating the shear carried by the concrete and the stirrup stress in beams with inclined cracks are suggested in the paper.
竖向预应力筋能在腹板混凝土和箍筋中有效地建立起竖向预应力。
The vertical tendon can effectively set up vertical prestressing force in the concrete web and stirrups.
模型墩柱的配箍率、配筋率、混凝土标号以及浇筑方法均与原型桥墩相似。
The ratio of reinforcement, reinforcement stirrup, concrete mark and laying method of piers are similar to prototype ones.
利用矩形箍筋约束混凝土的应力一应变关系和平截面假定，建立了高强混凝土剪力墙截面曲率延性系数的计算方法。
A method to calculate the section curvature ductility index of high strength concrete shear wall is induced by using stress-strain relationship of rectangle stirrup and plane section assumption.
本文主要研究用碳纤维布(CFS)及小钢架加固核心区没有配置箍筋的混凝土框架节点的加固方法和加固效果。
This paper mainly focuses on the rehabilitation of the RC frame joints with the Carbon Fiber Sheets (CFS) which had no stirrup in the joint cores.
现有的提高结构延性的手段主要为增设箍筋。
The main means to improve the ductility is to increase hoop reinforcement.
现行的钢筋混凝土结构设计规范GB50010—2002对于牛腿高度、水平纵向钢筋和箍筋的确定方法是偏安全的。
Current code for design of concrete structure (GB50010—2002) is relatively safe in setting down the corbel's height, horizontal longitudinal reinforcing steel bar and stirrup.
钢纤维与箍筋之间在提高钢筋混凝土梁斜截面承载力方面不存在“藕合增强效应”。
There is not composite enhancing effect to shear resistance of reinforced concrete beams between steel fiber and stirrups.
试验结果表明，箍筋间距越小，则柱承载能力越高，混凝土核心约束强度提高幅度越大。
Test results indicate that smaller hoop spacing provides higher column capacity and greater strength enhancement in a confined concrete core of columns.
本文提出了混凝土梁斜筋和箍筋应力脉的计算公式。
In this paper, the formula for calculating stress spectra of hoping and diagonal bar is presented.
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。
The effect of stirrups in concrete structure holds the balance, and it has large influence on the performance of structure after corrosion.
在桥梁盖梁抗剪计算中，充分发挥箍筋和混凝土的作用，合理配置弯起筋，是更符合工程实际，更科学可靠的计算方法。
In counting of anti -shear strengthen for a lid beam of bridge, it gives full effective of springs and concrete, fit the bend springs, that would be up to the engineering in practice.
这意味著，您将开始消除您的右脚从箍筋。
This means that you will start by removing your right foot from the stirrup.
试验中，观测了试件的破坏全过程及破坏形态等，记录了荷载—位移滞回曲线、开裂荷载、极限荷载、箍筋和纵筋的应变等数据。
The failure process and mode has been observed, and load-displacement curves, cracking and ultimate load, and the strain of longitudinal and transverse steels have been recorded.
提出在保证柱轴压比的可靠指标不低于现行《规范》的情况下，应适当考虑柱纵筋配筋率和配箍率对轴压比限值的提高。
The enhancement for ultimate axial compression ratio because of longitudinal reinforcement should be considered in a certain when the reliability index is not lower than that of current code.
节点区的宽梁箍筋对于凸出在墙外的宽梁上部纵筋的锚固具有比较重要的作用。
The beam stirrups are very important to the anchorage of the upper longitudinal bar in the beam outside the wall's width.
钢筋焊接网宜用作钢筋混凝土结构构件的受力主筋、构造钢筋和箍筋。
Welded steel fabric may be used as main bearing reinforcement, stirrups and detailing requirements reinforcement in the members of reinforced concrete structures.
本文报导了24个高配筋率的方格网套箍混凝土柱体轴压试验结果。
This paper presents the test results of 24 axially-loaded confined concrete stub columns with net reinforcement of high steel ratio.
在此基础上推导了连续组合梁纵向开裂荷载的计算公式并结合试验给出了箍筋配置计算公式。
On the basis of it, the formulas of calculating crack load and ratio of stirrup disposition were gained.
密配圆形螺旋箍筋的钢筋混凝土圆柱在外荷载作用下表示了良好的力学性能。
The reinforced concrete circular columns with circular spiral reinforcement show excellent behavior when subjected to loads.
对用预应力框架柱中所配的纵筋和箍筋代替锚固区钢筋网片的局部承压进行了12个试件的试验研究。
The partially pressed tests of 12 rc members using longitudinal-steel and hoop-steel instead of reinforcing mat in anchoring area are made.
对各规范中的最大、最小配箍率及箍筋间距要求进行了对比分析。
The maximum or minimum stirrup ratio and stirrup spacing requirements were comparatively analyzed.
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