2) biaxial eccentricity
双向偏心受压
1.
By using the Section Designer of ETABS,the mechanical behavior of steel reinforced concrete mega-columns with biaxial eccentricity in a super high-rise building was checked.
利用ETABS截面设计器对某超高层建筑巨型型钢混凝土柱截面进行了双向偏心受压校核分析。
3) biaxial eccentric compression
双向偏心受压
1.
Calculation of bearing capacity of unreinforced biaxial eccentric compression masonry members;
无筋砌体双向偏心受压构件承载力计算
2.
This paper analyzes on the inner force of RC eccentric compression components by using the finite-element method,compares two calculating methods of biaxial eccentric compression and uniaxial eccentric compression with calculation examples,and draws some corresponding conclusions.
采用有限元法对钢筋混凝土偏心受压构件进行内力分析,通过算例对双向偏心受压和单向偏心受压两种计算方法进行了比较,并得出相应结论。
3.
Based on the experimental study of five T-shaped hayride concrete short-lamb shear wall subjected to biaxial eccentric compression, this thesis reveals the failure pattern of T-shaped the short-lamb shear wall lightweight aggregate concrete under biaxial eccentric compression, researches on the behavior of ultimate strength of T-sh.
本论文通过对5根陶粒混凝土T形截面短肢剪力墙在双向偏心受压作用下正截面承载力的试验研究，揭示了轻骨料混凝土T形截面短肢剪力墙在双向偏心受压作用下的破坏形态，研究了构件正截面承载力的工作机理，同时验证了其截面平均应变的平截面假定，得出轻骨料混凝土T形截面短肢剪力正截面承载力的一般规律。
4) biaxial compression
双向偏心受压
1.
The paper derives characteristic values of equivalent rectangular stress block of non-uniform compression stress in polygon and calculates the carrying capacity of biaxial compression reinforced concrete members using the characteristic values.
本文首先分析推导出了混凝土多边形非均匀受压区等效矩形应力图的特征值,然后利用这些特征值对钢筋混凝土双向偏心受压构件的承载力进行简化计算,并与两个试验结果进行比较,计算值与试验值吻合较好。
2.
Presently, researches about specially shaped column subjected to biaxial compression are abundant, but for inequiaxial special-shaped column the researches are quite few.
目前国内外对等肢异形截面双向偏心受压柱的试验研究工作做的比较系统全面,但对不等肢异形截面柱的研究比较少,因此有必要对不等肢异形截面柱的受力性能进行系统的研究。
5) biaxial load
双向偏心受压
1.
The direct design method is put forward for reinforced concrete rectangle section with biaxial loads.
基于破坏曲面的等轴力相关曲线 ,提出了钢筋混凝土双向偏心受压矩形截面直接设计方法。
6) biaxially eccentric loading
双向偏心受压
1.
columns subjected to biaxially eccentric loading.
本文以钢筋混凝土偏压构件的一般理论为基础，通过对国内外已有异形截面柱试验资料和相关文献的认真分析、研究，提出了全过程非线性分析方法来研究异形截面双向偏心受压柱，并编制了计算机分析程序ASC，程序计算结果和试验结果吻合较好。
补充资料：在AutoCAD中偏心圆锥与偏心圆台实体的画法
现在要画一个偏心圆锥,底面在WCS的XY平面上,圆心(0,0,0),半径100,顶点(300,0,400)在ZX平面上.
1)连接PA,PB. A(-100,0,0) B(100,0,0)
图1
在当前坐标下:
2)延长PA到C,使PA=CA;延长PB到D,使PB=DB;
3)连接CD;
4)以CD为直径画圆;
5)用XLINE命令中的二等分选项作角CPD的角平分线PO,交CD于O;
6)过O作CD的垂线,交圆于E,F;
图2
7)用三点UCS命令,取三点为:O,P,C;
8)过点O作PO的垂线GO,交PC于G;
图3
9)再次用三点UCS命令,取三点为O,F,G;
10)现在就可以画椭圆锥了!
cone-e-c-捕捉O点-捕捉F点-捕捉G点-a-捕捉P点;
图4
11)回到WCS,剖切椭圆锥
SL-选择椭圆锥-回车-XY-回车-捕捉P点.
12)删除辅助线条.
图5
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