节点区的宽梁箍筋对于凸出在墙外的宽梁上部纵筋的锚固具有比较重要的作用。
The beam stirrups are very important to the anchorage of the upper longitudinal bar in the beam outside the wall's width.
提出了有斜裂缝梁内的混凝土承受的剪力和箍筋应力的计算方法。
The method for calculating the shear carried by the concrete and the stirrup stress in beams with inclined cracks are suggested in the paper.
钢纤维与箍筋之间在提高钢筋混凝土梁斜截面承载力方面不存在“藕合增强效应”。
There is not composite enhancing effect to shear resistance of reinforced concrete beams between steel fiber and stirrups.
在桥梁盖梁抗剪计算中，充分发挥箍筋和混凝土的作用，合理配置弯起筋，是更符合工程实际，更科学可靠的计算方法。
In counting of anti -shear strengthen for a lid beam of bridge, it gives full effective of springs and concrete, fit the bend springs, that would be up to the engineering in practice.
本文提出了混凝土梁斜筋和箍筋应力脉的计算公式。
In this paper, the formula for calculating stress spectra of hoping and diagonal bar is presented.
在此基础上推导了连续组合梁纵向开裂荷载的计算公式并结合试验给出了箍筋配置计算公式。
On the basis of it, the formulas of calculating crack load and ratio of stirrup disposition were gained.
该方法综合考虑了环梁环筋和箍筋的相互功能及框架梁、环梁截面尺寸的影响。
The interaction that this method considered muscle of link bridge annulus and band muscle integratedly and frame bridge, link bridge is sectional the influence of dimension .
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.
文中分析了在重复荷载作用下梁内混凝土承受的剪力和箍筋应力的变化规律。
The shear carried by the concrete and the tendon and the variations of stirrup stress in beams under repeated loading have been analyzed.
文中分析了在重复荷载作用下梁内混凝土承受的剪力和箍筋应力的变化规律。
The shear carried by the concrete and the tendon and the variations of stirrup stress in beams under repeated loading have been analyzed.
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