Under the condition of phase difference given, the bond-length and dissociation energy calculated are quite consistent with the experimental values.
在特定相位条件下，由此计算出的键长和离解能与实际值相吻合。
So, when we think about a bond length, this is going to be the length of our bond here, that makes sense because it's going to want to be at that distance that minimizes the energy.
因此，当我们考虑一个键的长度的时候，这就应该是我们的键长，这是合理的，因为体系会在核间距达到这一距离时，能量到达最小值。
So if we look at its length, it's actually shorter than a single bond, but longer than a double bond.
因此如果我们看它的键长的话，它实际上比单键更短，却比双键更长。
Researchers were able to use Raman spectroscopy to look at the change of the vibrational energy of the bond and then work out the change in bond length.
研究人员使用拉曼光谱可以观察到键的震动能量的变化然后计算出键长的变化。
And we can also talk about the bond length, so we might be interested in what the bond length is, what the distance between these two nuclei are.
另外一点就是键长，我们对键的长度也感兴趣，也就是两个原子核之间的距离。
Not only does Bond survive this horrific car crash, he then faces horrible, length torture.
邦德不仅从可怕的车祸中活下来了，他还面对恐惧，丈量着恐惧带来的痛苦。
The distribution model of bond stress over the splice length is developed.
建立了粘结应力沿锚固长度的分布模式。
The whole bond slip curve and bond stress distribution along embedded length were measured by continuous automatic collection.
采用了连续自动的采集方式，测出了较完整的粘结滑移曲线以及粘结应力沿埋长的分布。
What we're going to do in forming a molecule is just bring these two orbitals close together such that now we have their nucleus, the two nuclei, at a distance apart that's equal to the bond length.
我们在形成一个分子时要做的就是，把这两个轨道放到一起，这样我们有他们的原子核，两个原子核，它们之间的距离为键长。
P the calculation of the required anchorage length shall take into consideration the type of steel and bond properties of the bars.
所需的锚固长度的计算应考虑到钢的类型和钢筋粘结性能。
Ester bond can be formed through the polycondensation of hard segment monomer with uniform segment length containing amide bond and dihydric alcohol, which is a better way to prepare polyesteramide.
先制备具有均一链长的含有酰胺键的硬段单体，然后与二元醇进行缩聚反应生成酯键是制备性能良好的聚酰胺酯的较好途径。
This is the unified model of the coordination bond length.
这就是配位键长的综合模型。
The chemisorption properties, including the length of CO bond, orbital population and density of states, are computed and analyzed respectively.
从结合能、C O键长、轨道布居、态密度等方面比较了C与金属成键强度及CO分子被活化程度。
In addition, the ultimate bond strength decreases with the increase of anchorage length and bar diameter.
此外，极限粘结强度也随着锚固长度、钢筋直径的增大而减小。
Results indicate that the ultimate bond stress between bars and RPC decreases with the increase of bar diameter or with anchorage length when bar diameter is the same.
研究表明：活性粉末混凝土与钢筋的极限粘结应力随着钢筋直径的增加而下降，钢筋直径相同时随着锚固长度的增加而降低。
And through to the bond power and the bond length analysis, proposes the efficiency influence factor of anchor, the best bond length and so on.
并通过对粘结力与粘结长度分析，提出影响锚固效率的因素、最佳粘结长度等。
Based on the crystal structure data of the lanthanide complexes, lanthanide contraction of the single valance bond length R0 for Ln-O bond is confirmed.
根据镧系元素络合物的晶体结构数据确定了单价键长R0的镧系收缩效应，并对已有的键价参数进行了系统的修订。
Time history curve and space curve of the dynamical strain and bond stress of insert rebar with different anchorage length and loading conditions were gained.
给出了爆炸荷载作用下锚筋动应变及动粘结应力的时程分布曲线和空间分布曲线，研究了锚长、加载速率和加载方式等各种因素的影响。
The results show that concrete strength, the width of GFRP and the bond length of GFRP have a significant influence on the bond behavior between GFRP and concrete.
结果表明：混凝土强度、GFRP宽度以及黏结长度等因素对GFRP与混凝土黏接性能有较大影响。
The effect of bond length on bond performance is examined. The failure mode, the FRP strain and bond stress distributions, and the local bond -slip relationship are all discussed.
根据实测应变分布，得到沿粘结长度界面粘结应力分布，并通过计算分析，对局部粘结滑移关系进行了初步探讨。
The test results show that the bond strength is of concrete, but not affected by the length of the steel tube-concrete core interface.
试验结果表明，混凝土强度、钢管表面状况和混凝土养护条件对粘结强度有显著影响，而界面长度对粘结强度无影响。
Based on experimental data, adhesive length, the number of layers and sticking technology, and the effects of the parameters are discussed, and the bond mechanism is described.
探讨了碳纤维布的粘接长度、层数、宽度比以及粘贴工艺等不同粘接参数对复合构件粘接性能的影响，初步描述了碳纤维布与钢构件的粘接机理。
The formula is put forward for calculating the ultimate bond stress and the anchorage length of hot-rolled deformed bars and reactive powder concrete.
提出普通热轧变形钢筋与活性粉末混凝土的极限粘结强度与锚固长度的计算公式。
Making use of nonlinear curve fitting, distribution equation of bond stress of the fixed unit anchor length is achieved.
并对测试结果进行了拟合，得出了锚固段粘结应力分布的拟合方程。
The critical anchorage length and ultimate load functions are derived in response to the average bond stress.
基于所得平均粘结强度，推导了临界锚固长度和极限荷载表达式。
The bond-anchoring strength of rebar (whether transverse ribs distributed symmetrically or not) increased with increase in concrete strength when they had the same of anchorage length.
粘结锚固长度相同时，无论是横肋对称还是横肋非对称钢筋粘结强度随混凝土强度的提高而提高。
On the basis of quantum chemical calculation, the bond order, length and other structure parameters are further analyzed.
在量子化学计算基础上，进一步对其键级、键长等结构参数进行了分析。
High precise long-length cylinder of bond head can solve the contradiction of cylinder distance, precision and safety.
压头采用高精度长行程双缸保障缸，有效的解决了行程长短与精度及安全相矛盾的问题。
High precise long-length cylinder of bond head can solve the contradiction of cylinder distance, precision safety.
压头采用高精度长行程双缸保障缸，有效的解决了行程长短与精度及安全相矛盾的问题。
High precise long-length cylinder of bond head can solve the contradiction of cylinder distance, precision safety.
压头采用高精度长行程双缸保障缸，有效的解决了行程长短与精度及安全相矛盾的问题。
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