stirrup的例句大全

Steel bar arrangement, concrete cover thickness and stirrup height in beam-slab Foundation

梁板基础钢筋排列与保护层厚度及箍筋高度

Fractal characteristics of crack distribution of concrete beams with high strength stirrup

高强箍筋混凝土梁裂缝分布的分形特征

Application of column stirrup supporting method in bent cap construction

柱箍支撑法在盖梁施工中的应用

The Research and Development of the Numerically-controlled Automatic Stirrup Bending Machine

数控钢筋自动成型机的研制

The behavior of stirrup was discussed as well.

还讨论了箍筋的受力行为。

Construction Practice of Column Stirrup Densification Treatment in Beam Column Panel Zone

梁柱节点区柱箍筋加密处理的施工实践

Second step processing method of 135 degree clasp at the stirrup tip

箍筋末端135度弯钩二次就位法讨论

With the stirrup ratio increases, the seismic behavior improves as well.

随着体积配箍率的增加，抗震性能越来越好。

Analysis and Calculation of Stirrup Under Fatigue Load

疲劳荷载作用下箍筋行为的分析与计算

Application and Quality Control of New Butt-welded Closed Stirrup

新型对焊封闭箍筋的应用与质量控制

Effect of the Stirrup on Cracking of Concrete Cover Due to Reinforcement Corrosion

箍筋对混凝土保护层锈胀开裂的影响

Experimental Research on Oblique Shear Force of Different Strength Reinforced Frame Column with Different Stirrup Areas

斜向水平荷载作用下不等肢不等强度配箍钢筋混凝土框架柱试验研究

The Influence of the Arrangement Form of Stirrup on Capacity for Torsion Resistance

箍筋布置方式对结构抗扭能力的影响

With increase of concrete strength and stirrup strength, shear ductility coefficient increase.

剪切延性系数随着混凝土强度和箍筋强度的提高而增大。

Shear behavior of reinforced concrete beam with high-strength stirrup under concentrated load

集中荷载下高强箍筋混凝土梁的抗剪性能

Application of Closed Stirrup With Flash butt Welding Method

闪光对焊封闭环式箍筋应用技术

Corrosion mechanism analyses of stirrup in concrete structure

混凝土结构中箍筋的锈蚀机理分析

The leather saddle was developed between the3rd century BC and the1st century AD, probably by peoples of the Asian steppes, where the stirrup and the horse collar also originated.

皮鞍发展于公元前3世纪至公元1世纪，大概是由亚洲大草原的民族最先使用，马镫及马颈圈也发源于此。

The ductility, deformation and energy dissipation of shear wall are affected by some factors, including embedded columns or flange columns, welded bar-mesh reinforcement or binding bar-mesh reinforcement and the change of stirrup spacing for embedded columns.

重点分析探讨了采用暗柱或翼缘柱、采用焊接网或绑扎网及暗柱箍筋间距的变化等对剪力墙的延性、变形能力、能量耗散能力等的影响。

The joint of main reinforcement and stirrup shall be bond.

主筋与箍筋联结处采用绑扎。