1) placing steel bars in accordance with stress diagrams
应力配筋
1.
The method of placing steel bars in accordance with stress diagrams for non-pole structure with a instance of the thick plate transition layer is demonstrated in the paper.
通过一个工程实例,运用应力配筋法对转换层厚板作了比较详细的整体应力分析和应力配筋计算。
2.
The mass of this paper is to discuss the method of placing steel bars in accordance with stress diagrams for non-pole structure with a instance of the thick plate transition layer.
本文通过对高层建筑转换层厚板一般设计方法的阐述及其存在问题的分析总结,指出这些设计方法存在人为假设过多、不能正确反映出转换层厚板的非杆件结构的受力特性、忽略了厚板与上下层墙和柱的相互作用等不足之处;针对这些不足之处,本文提出了一种新的设计方法--用有限元分析并按其应力图形配筋的方法(简称应力配筋法),并对一高层建筑转换层厚板的工程实例进行了配筋计算,说明了本文提出的方法的合理性和实用性。
2) method of placing steel bars according to stress distribution
应力配筋法
3) cable-prestiess concrete
予应力索配筋砼
4) configuration of prestressed bar
力筋配置
5) reinforcement stress
钢筋应力
1.
The reinforcement strain,crack width,crack width-load and reinforcement stress-load relationship at various load levels are measured and the development of crack is monitored.
对大偏心受压、受弯、大偏心受拉、小偏心受拉和轴心受拉圆形截面钢筋混凝土试件进行了试验,测定了不同荷载下的钢筋应变、裂缝宽度、裂缝宽度-荷载曲线和钢筋应力-荷载曲线,研究了各种试件的裂缝发展规律。
6) prestress tendon
预应力筋
1.
The processing of T-beam prestress tendon and stretching construction technology;
T梁预应力筋的加工与张拉施工工艺
2.
The paper analysed the calculating of extension value when prestress tendon was tensioned and introduced the usage of practical measuring results of extension value by construction experience.
文中对预应力筋张拉施工时伸长值的计算进行了分析，并根据施工体会对伸长值实测结果的取用进行了介
补充资料：轧辊残余应力(见轧辊应力)
轧辊残余应力(见轧辊应力)
residual stresses in roll
zhagun eanyu yingli轧辊残余应力(residual stresses in roll)见礼辐应力。
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