查询词典 arbitrarily small

However in many projects about specially shaped R.C columns, arbitrarily inequiaxial special-shaped columns usually exist as a result of architectural and structural need.

然而在异形柱结构体系的许多实际工程中，由于建筑和结构上的需要，常出现不等肢异形柱。

Finally three kinds of usual methods to determinate the limit values for axial compression ratio of frame columns, their merits and shortcomings are analyzed according to comparison and in the end this paper adopts the measure of curvature ductility to determinate the limit values for axial compression ratio of the arbitrarily inequiaxial special-shaped R.C columns.

最后介绍了目前确定框架柱轴压比限值常用的三种方法，并对比了三种方法的优缺点，最终采用延性度量的方法确定了不等肢异形柱的轴压比限值，对实际工程具有很好的参考价值。

C arbitrarily inequiaxial special-shaped columns subjected to biaxially eccentric loading is made, the failure character is clarified under different axial compression ratio, the strain distribution in the section under yielding state and limit state is presented, and the corresponding M -φ curves are drew.

接着又对不等肢异形柱在其最不利荷载方向上进行了双向压弯过程破坏机理分析，揭示了不等肢异形柱构件在不同轴压比下的破坏特征，并给出了截面达到屈服状态和极限状态时截面内钢筋和混凝土的应变分布，同时绘制了相应的M-φ关系曲线。

C arbitrarily inequiaxial T-shaped, L-shaped and "十"shaped columns subjected to 792 load conditions is calculated using compiled C++ programme. On the basis of calculation results, the factors influencing the worst load orientation are analyzed and load orientation of the least curvature ductility of three kinds of sections is presented.Furthermore a analysis of failure mechanism for R.

本文采用非线性全过程分析方法，采用C++语言编制了不等肢异形柱截面曲率延性比的计算程序，首先计算了不等肢T形、L形和十字形柱在792种工况下的截面曲率延性比，在此基础上分析了影响不等肢异形柱截面延性的最不利荷载方向的各种因素，并得出了这三种截面不等肢异形柱在上述工况下的截面延性最不利荷载方向。

In addition, maint info sections provides the following command options which may be arbitrarily combined

另外，maint info sections 提供下面的命令行选项可以随意的组合

In this paper,a new method is proposed for synthesizing arbitrarily desired pattern for linear geometry array with nonisotropic elements, and with nonuniform spacing between elements.

提出一种综合具有任意需要方向图的包含非各向同性和非均匀间隔的线性阵列的新方法。该方法的基本思想在于将综合问题转变为一个半无穷维二次优化模型：在一组线性泛约束条件下使权矢量的范数最小。

Results The model contains 45 153 elements and 27763nodes. It could be arbitrarily rotated, reduced and added, perspectived, dissected, and be revised and adjusted according to different demands, and then simulated the different situations of alveolar bone absorption and restoration with linked crown asked by clinical need, inspected the stress response of the mandible anterior teeth with different conditions of restrictions or loaded stress.

结果：模型共有单元45 153个，节点27 763个，可以根据要求任意旋转、缩放、透视、剖开，进行多种方式观察；并可以按照不同研究目的，对模型进行修改和调整，来模拟不同程度牙槽骨吸收、联冠修复以及各种约束和加载条件下前牙的力学反应。

The closed system is shown to be quadratically stable and the H(subscript ∞) performance can arbitrarily approach to that achieved by state feedback.

结果证明，闭环系统可以保持二次容许，且H鲁棒性能可任意过近原状态反馈系统。

The paper doesnt think that he explained whether substituting salva veritate could proceed smoothly at arbitrarily sophisticated context and that it is impossible that his explanations about sentence had direct and indirect references

本文认为，他没有解释在任意复杂语境中&保值替换&能否顺利进行，并且认为他对句子具有通常意谓和间接意谓所作解释的不可行性

Since Luther arbitrarily restricted Real Presence to the moment of reception, the Council of Trent Sess.

由於路德任意限制真实存在的时刻接收，安理会的遄达

It's not quite as simple as that.

并没有那么容易。

It debuted in 1992 in Japan and the United Kingdom, and 1993 in the United States.

它首次亮相于1992年在日本和英国，在美国1993年。