对于柱端剪切破坏应采用限制大梁底部纵向钢筋的方法予以避免。
The steel ratio at the bottom of a large beam should be restricted to avoid possible column failure in shear.
对于直交梁以下区域剪切破坏应采用限制大梁底部纵向钢筋的方法予以避免。
The steel ratio on the bottom of the large beam ought to be limited to ensure the safety of the joint area under longitudinal orthogonal beam.
增加横向钢筋应均匀分布在锚固区和搭接的间距应不超过5倍的纵向钢筋直径。
The additional transverse reinforcement should be uniformly distributed in the anchorage zone and the spacing of bars should not exceed 5 times the diameter of the longitudinal reinforcement.
试验中的主要参数有：纵向钢筋的数量、横向配筋率、剪跨比、管壁的厚度及混凝土强度。
The parameters in the aeries include: amount of longitudinal reinforcement, amount of transverse reinforcement, shear span-to-depth ratio, thickness of tube wall and strength of concrete.
试件的主要研究参数为梁纵向钢筋配筋率、梁塑性铰区配箍率以及节点核芯区体积配箍率。
The main parameters in tests are the percentages of longitudinal steel in beam, the percentages of stirrups in beam plastic zone and the volumetric percentages of stirrups in joint core.
连梁的屈服荷载和极限荷载均随纵向钢筋配筋量的增加而增大，随斜筋配筋量的增大亦增大。
Coupling beams' yielding load and limit load also was enhanced when more diagonally reinforcement was included.
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.
对顶进过程中管道纵向与环向钢筋应力及管土接触压力进行了现场测试。
Vertical and annular reinforcing steel bar stress and pipe-soil contact pressure during pipe jacking were monitored on the spot.
外露式钢筋混凝土压力管道的温度应力，常是某些这类管道在运用期内产生纵向贯通裂缝的重要原因之一。
Temperature Stress in open reinforced concrete pressure pipe usually is one of the important reasons why their longitudinal cracks-occur in use.
此外，由于梁纵向有非预应力钢筋和预应力钢筋，且拉、压区用钢量不同，所以钢筋约束不同，对梁的挠度影响较大。
Moreover, due to the non prestressed steel and prestressed steel, and the different amount of using steel in pulling and pressing areas, so the restrain of steel is different.
在结构型式上，采用纵向简支带肋面板，钢筋受到较好保护，并降低构件的荷载应力；
The longitudinal free slab with rib is selected, thus the steel bars can be better protected and the strain in construction members is reduced;
底部两层框墙砖房中，在底部两层的横向和纵向应设计一定数量的钢筋混凝土抗震墙。
Some reinforced concrete aseismic walls must be considered in design on the longitude and transverse in the brick masonry building with frame-shear wall at lower two stories.
组合板的纵向受拉钢筋具有“应力超前”现象；
试验结果表明：组合板越厚、剪跨越小、剪力横向钢筋越多，组合板纵向受剪承载力就越高。
The Test result showed that shear capacity is higher for the thicker composite slabs, the smaller shear span, the more distributed reinforcing bar in the composite slabs.
并得到纵向预应力钢筋的准确模拟对结构纵向应变计算精度影响较大的结论。
It is concluded that calculation results of longitudinal temperature strain are limited by the accuracy of numerical simulation of longitudinal prestressed reinforcement.
并得到纵向预应力钢筋的准确模拟对结构纵向应变计算精度影响较大的结论。
It is concluded that calculation results of longitudinal temperature strain are limited by the accuracy of numerical simulation of longitudinal prestressed reinforcement.
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