1) diagonal web reinforcement
斜腹筋
1.
Finite element analysis of shear wall with diagonal web reinforcement;
配斜腹筋剪力墙的受力性能有限元分析
2) Myofasciocutaneous flaps of oblique external abdominis muscle
腹外斜肌筋膜皮瓣
3) web reinforcement
腹筋
1.
Based on experimental study of ten prestressed concrete beams with web reinforcement ,the methods of negative I-shaped beams were adopted to calculate the shear strength of members with web reinforcement subjected to biaxial loads under biaxial bending.
根据 1 0根集中荷载作用下有腹筋预应力砼双向受弯梁的试验研究 ,采用负工形梁法 ,推导出双弯构件斜截面抗剪承载力的计算方法 通过对本次试验的 1 0根试验梁及另外 2 0根试件的验证 ,计算值与实验值符合程度良
2.
members with web reinforcement subjected to biaxial uniformly distributed loads was analyzed by drawing lessons from the non-dimensional interaction among bending,shear and torsion strength of R.
在 8根R C 双向受弯构件的试验基础上 ,借鉴单向受弯有腹筋构件弯剪扭联合作用下弯剪扭强度无量纲相关关系 ,分析了次生扭矩对均布荷载下R C 有腹筋双弯构件抗剪强度的影
3.
members,shear mechanism and shear behavior of reinforced concrete members with web reinforcement subjected to biaxial uniformly distributed loads were explored and four main factors affecting shear strength were analyzed .
在９ 根Ｒ－Ｃ－ 双向受弯构件的试验基础上，探讨了均布荷载下Ｒ－Ｃ－ 有腹筋双弯构件的抗剪机理和抗剪性能，分析了４ 个影响其抗剪强度的主要因素
4) diagonal bar
斜筋
1.
In this paper,the formula for calculating stress spectra of hoping and diagonal bar is presented.
本文提出了混凝土梁斜筋和箍筋应力脉的计算公式。
5) intra-fascial
筋腹内
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