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1)  Anxial tension structural member
轴心受拉构件
2)  tension members with large eccentricity
大偏心受拉构件
1.
On the normal section design of doubly reinforced flexural members,tension members with large eccentricity and compression members with large eccentricity,the balanced section is designed in general,of which the equifinal depth of compression zone equals to the balanced depth of compression zone.
钢筋混凝土基本构件设计中,有两个问题值得商榷:(1)双筋受弯构件、大偏心受拉构件以及大偏心受压构件的正截面设计问题中的常见做法是在基于截面等效受压区高度等于界限高度时截面纵筋总配筋量最少的认识下将截面设计成界限截面,但根据推导,界限截面并不是纵筋总配筋量最少的条件,而且设计成界限截面还会丧失截面的延性,降低构件的可靠度。
3)  eccentric tension member
偏心受拉构件
1.
The section strength for the reinforced concrete eccentric tension members is analyzed based on the traditional “plane sections remain plane” assumption (the Bernoulli′s principle) and the Code of Design of Concrete Structures(GBJ10\|89) respectively.
根据平截面假定和《混凝土结构设计规范》(GBJ10 89)所规定的基本原则 ,考虑不同的受力情况 ,分别对钢筋混凝土偏心受拉构件正截面强度进行了分析。
4)  axially-compressed members
轴心受压构件
1.
This paper reports the load-carrying capacity experiments of 63 axially-compressed members of domestic structural 6061-T6 aluminum alloy,and the analysis of existing data of 142 similar experiments.
进行了63件国产6061-T6铝合金挤压型材的轴心受压构件试验,搜集到了142个已有同类试验数据。
5)  axial compression member
轴心受压构件
1.
Research of stability of aluminum alloy axial compression members;
铝合金轴心受压构件的整体稳定性研究
2.
Study on Dynamic Buckling of Axial Compression Member under Impact Load
冲击荷载作用下轴心受压构件动力屈曲研究
6)  axially compressed member
轴心受力构件
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