1.
Theory and Software Developing for Stability Curve of Decomposing-Composing Structure;
离散组合体稳性曲线计算原理与程序实现
2.
Why does the line of stability bend and end?
为什么稳定性线弯曲和终止？
3.
In-Plane Nonlinear Theory and Elastic-Plastic Stability of Pined Circular Arches;
两铰圆弧拱非线性弯曲理论和弹塑性稳定
4.
Nonlinear Stability Analysis of Single Layer Lattice Shells with Complex Surface;
复杂曲面单层网壳结构的非线性稳定性分析
5.
Research on the Bending and Stable of the Rectangular Plates on Nonlinear Elastic Foundation;
非线性弹性地基上矩形板的弯曲与稳定分析
6.
The Stability Performance of RC. Curved Girder Bridge Supported by Single-Column;
独柱单点铰支承砼曲线梁桥的稳定性能研究
7.
Research on Location Radiation by Conical Section and Modulation Instability;
沿圆锥曲线运动辐射和调制不稳定性的研究
8.
A New Explanation on the Instability of Phillips Curve;
对菲利普斯曲线不稳定性的一种新解释
9.
On Stability of the Solutions of Inverse Riemann Boundary Value Problem about the Perturbation of a Boundary Curve;
Riemann边值逆问题的解关于边界曲线摄动的稳定性
10.
pliable linear system of curves
曲线可弯曲线性系统
11.
A Highly-fast-but-stable Noise Reduction Algorithm for Series of Non-hyperbolic Nonlinear Systems
一种快速稳定的非双曲线型非线性时间序列去噪算法
12.
Linear Elastic Theory and Ultimate Load Carrying Capacity Analysis of Thin-walled Curved Beams;
薄壁曲梁线弹性理论和弹塑性稳定极限承载力分析
13.
Study on Nonlinear Stability of Double-deck Cylindrical and Double-deck Hyperbolic Parabolic Reticulated Shells;
双层柱面和双曲抛物面网壳结构的非线性稳定性研究
14.
Study on Stability and Dynamic Characters of Curved Continuous Concrete Box Girder Bridge with Single-Supported Pile;
独柱支承连续曲线混凝土箱梁桥的稳定性能及动力特性研究
15.
The Stability of Generalized Analytic Function and Solutions to Its Boundary Value Problem When the Curve Perturbs;
广义解析函数及其边值问题的解关于边界曲线摄动的稳定性
16.
The Stability of the Solutions of Homogeneous Riemann Boundary Value Problem about the Perturbation of an Open Arc Cure;
开口弧上齐次Riemann边值问题关于积分曲线的稳定性
17.
The Stability of Singular Integral with Its Kernet Density in H_w~v(E);
核密度为H_w~v(E)类时开口弧段上奇异积分关于积分曲线的稳定性
18.
The stability of the general compound boundary value problem for bianalytic functions about boundary curve
双解析函数的一般复合边值问题关于边界曲线的稳定性