1) abreast-arranged deformed bars
并筋梁
1.
In our country, the research about abreast-arranged deformed bars began from the first 1980s.
在较小截面内单根排列钢筋比较困难 ,国外规范大都采用并筋解决 ,但对并筋后对承载力的影响未作明确规定 ,我国并筋梁的承载力和刚度研究较少 。
3) bundled bars
并筋
1.
An effective way to handle this problem is to use bundled bars, namely, to bundle two or three deformed bars abreast.
采用并筋技术，即将钢筋绑扎成组集中配置，是解决此问题行之有效的方法。
4) double reinforcement beam
双筋梁
1.
Economic comparison between reinforced concrete double reinforcement beam with single reinforcement beam;
钢筋混凝土双筋梁与单筋梁的经济比较
5) single reinforcement beam
单筋梁
1.
Economic comparison between reinforced concrete double reinforcement beam with single reinforcement beam;
钢筋混凝土双筋梁与单筋梁的经济比较
6) beams without stirrups
无腹筋梁
1.
This paper studies the experimental research on a series of carbon fiber reinforced plastic (CFRP) reinforced concrete beams without stirrups,analyzes the factors that affect the shear reinforce effects by using carbon fiber reinforced plastic and compares the effects on differing in the plaster mode.
对一系列无腹筋碳纤维加固梁进行了试验研究 ,分析了影响碳纤维抗剪加固效果的因素 ,并比较了粘贴方式的不同对无腹筋梁的加固效果 。
2.
In this paper the emphases are concentrated on the study of the shear mechanism and the effects of the reinforcement using carbon fiber reinforced plastic (CFRP) for beams without stirrups.
为此重点研究了无腹筋梁的碳纤维抗剪加固机理以及理论计算 。
补充资料：瘦筋筋
1.见"瘦精精"。
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