inequiaxial [,ini:kwə'æksiəl]

inequiaxial的基本解释

adj.

不等轴的

与inequiaxial相关的网络例句 [注：此内容来源于网络，仅供参考]

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。

与inequiaxial相关的网络解释 [注：此内容来源于网络，仅供参考]

inequiaxial：不等轴的

inequation 不等式 | inequiaxial 不等轴的 | inequilateral 不等边的