1) tension member
受拉构件
1.
In practical engineering, we usually come up against tension members.
在实际工程中经常会遇到钢筋混凝土受拉构件，例如在风荷载或地震荷载作用下的高层建筑的低层角柱，工业厂房中在吊车荷载作用下的双肢柱的拉杆等。
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) Anxial tension structural member
轴心受拉构件
5) PC member subjected to axial tension bending and shear
PC拉-弯-剪复合受力构件
6) tension member
受拉杆件
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