2) eccentric tension
偏心受拉
1.
Experimental study of the behaviear of reinforced concrete members with steel fiber and bars under eccentric tension;
钢筋钢纤维混凝土偏心受拉构件受力变形性能的试验研究
2.
This paper introduces simplified commonly used calculation methods to design common bolts connection under bending moment and eccentric tension.
介绍了目前常用于设计弯矩和偏心受拉普通螺栓群连接的简化计算方法,指出了其不足之处,然后推导了其更为精确的计算方法,对弯矩和偏心受拉的普通螺栓群连接设计提出了合理建议。
3.
That is,the ligament section is simplified as eccentric tension model,and the tensile strength of f.
利用这点逆推混凝土的抗拉强度,即将韧带截面简化为偏心受拉模型,由最大荷载计算得到纤维混凝土的抗拉强度。
3) eccentric roller
偏心罗拉
4) eccentric compression
偏心受压
1.
Study on eccentric compression of rapidwall with concrete filled every one or more holes;
纤维增强石膏板隔孔灌注混凝土偏心受压性能研究
2.
Experimental study on deformation performance of median long columns with Yellow River silt cellular bricking structures subjected to eccentric compression;
黄河淤泥多孔砖砌体中长柱偏心受压变形性能试验研究
3.
Study of stress-strain relation of concrete filled steel tubular eccentric compression column;
钢管混凝土偏心受压应力-应变关系模型研究
5) Eccentric pressure
偏心受压
1.
Using the real stress\|strain relation of concrete material,a method to determine the ultimate load of concrete circular\|section column under eccentric pressure is discussed,and an ultimate load versus eccentricity curve is obtained.
采用规范规定的混凝土应力 -应变关系 ,对圆形截面混凝土偏心受压构件的极限承载力作了理论分析和计算 ,得到极限承载力 -荷载偏心距曲
6) eccentrically loaded columns
偏心压杆
1.
A simple and unified formula for design of eccentrically loaded columns and members under thecombined action of compression and lateral loads, which has been adopted in the Chinese Code forDesign of Timber StrUctures, is introduced in this paper.
考虑了木材的非线性性质和杆件受力后的二阶效应影响，提出了计算偏心压杆、压弯构件以及既有偏心力又有横向荷载的杆件的统一的简单公式。
补充资料：偏心
1.谓心存偏向，不公正。
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