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1)  circular dumbbell decoy oligodeoxynucleotides
哑铃形圈套ODNs
1.
[Objective] To investigate the inhibitory effects of circular dumbbell decoy oligodeoxynucleotides(ODNs) targeting NF-κB on the transcriptional activity of NF-κB binding its cis-elements and the expression of cytokines(TNF-α and IL-6) in mesangial cells in vitro.
方法采用电泳迁移率改变实验(EMSA)体外检测哑铃形圈套ODNs对NF-κB转录活性的抑制效应。
2.
AIM: To study the inhibitory effects of circular dumbbell decoy oligodeoxynucleotides targeting NF κB on binding activity of NF κB with its cis elements and the expression of TGF β 1 in mesangial cells.
目的 :设计合成靶向NF κB的哑铃形圈套ODNs,并检测其对NF κB转录活性和肾小球系膜细胞TGF β1 表达的抑制效应 。
2)  dumbbell shape
哑铃形
1.
It is proved by the test that the failure of dumbbell shaped specimen in strong-stress-axis direction can be realized by welding corrugated steel webs in its weak-stress-axis direction to increase flexible rigidity in this direct.
共进行了10根不同长细比的钢管混凝土哑铃形轴压长柱(5根强轴向破坏,5根弱轴向破坏)的试验研究。
2.
Total of 16 CFST dumbbell shaped columns subjected to eccentric loads were tested with variation of slenderness ratio and eccentricity ratio.
以长细比和偏心率为参数,进行了共16根钢管混凝土哑铃形偏压柱的试验。
3)  dumbbell shaped
哑铃形
1.
Experimental research on influence of initial stress to behavior of concrete filled steel tubular dumbbell shaped stub columns under axial loads;
初应力对钢管混凝土哑铃形轴压短柱受力性能影响的试验研究
2.
The influence of initial stress on the behavior of concrete filled steel tubular dumbbell shaped long columns;
初应力对钢管混凝土哑铃形长柱受力性能的影响
3.
concrete-filled steel tubular (CFST) dumbbell shaped columns under concentric loads are tested.
进行了10根钢管混凝土哑铃形轴压短柱的试验。
4)  dumbbell [英]['dʌmbel]  [美]['dʌm,bɛl]
哑铃形
1.
Stress Analysis on Cross-section of Dumbbell CFST Arch Rib During Construction and Experimental Study on Dumbbell CFST Eccentric Columns;
钢管混凝土哑铃形拱肋施工应力分析与偏压试验研究
2.
Experiments of 8 concrete-filled steel tube (CFST) dumbbell-shaped columns under eccentrically loads are introduced.
进行了8 根钢管混凝土哑铃形短柱的偏压试验。
5)  dumbbell-shape
哑铃形
1.
According to the experimental results of dumbbell-shaped CFST eccentrically-loaded co\|lumns and based on the analyses of the existing calculation methods, a modified lattice method to estimate the ultimate loads of dumbbell-shaped CFST eccentrically-loaded columns is proposed.
在对现有钢管混凝土哑铃形偏心受压短柱极限承载力计算方法分析的基础上,根据试验研究结果提出计算极限承载力的修正格构式算法。
2.
The latter two all reckon that basic shape of line element error band based on control points error is “dumbbell-shape”,i.
笔者的看法与此相反,笔者认为线元上两控制点之间的点的位置不确定性应大于控制点的位置不确定性,且在两控制点的中间达到最大,即线元误差带的基本形状应为"纺锤形"而不是"哑铃形"。
6)  Dumbbell Shaped DGS
哑铃形DGS
补充资料:哑铃形试样
分子式:
CAS号:

性质:外形似哑铃的拉伸试验用试样。拉伸试验时,试样两端被拉伸机的夹具紧紧抓住,为了避免这种夹紧的作用对试样产生附加应力而妨碍试样真实性能的测量,一般采用这种两端粗、中间细的形似哑铃的试样。测试标准中对哑铃形试样的形状、尺寸均有明确规定。

说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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