1) without web reinforcement
无腹筋
1.
In this paper,twelve restrained concrete rectangular beams without web reinforcement subjected to biaxial concentrated loads were tested so as to explore their shear mechanism and their behavior.
本文对12根在集中荷载作用下的矩形截面无腹筋双向受弯约束梁进行了斜截面抗剪试验研究,探讨了其抗剪机理和抗剪性能。
2.
Twelve restrained concrete rectangular beams without web reinforcement subjected to biaxial concentrated loads were tested so as to explore their shear mechanism and their behavior.
对１２根在集中荷载作用下的矩形截面无腹筋双向受弯约束梁进行了斜截面抗剪试验研究，探讨了其抗剪机理和抗剪性能着重分析了４个影响抗剪承载力的主要因素：荷载斜弯角、剪跨比、弯矩比、纵筋配筋率，为探讨抗剪承载力的计算提供了理论和试验依据
3.
Twenty-two concrete rectangular beams without web reinforcement under biaxial bending were tested to explore the shear behavior.
对２２根无腹筋双向受弯混凝土矩形截面梁进行了科截面抗剪的试验研究，探讨了其抗剪性能，着重分析了影响抗剪强度的５个主要因素：纵筋配筋率、混凝土强度、剪跨比、荷载斜弯角、截面高宽比，为探讨抗剪强度理论计算方法提供了试验依据。
2) 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 。
3) RC beams without stirrups
无腹筋梁
1.
Experimental study on shear failure modes for ultrahigh strength concrete RC beams without stirrups;
超高强度无腹筋梁斜截面破坏实验研究
4) members without web reinforcement
无腹筋构件
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