1.
The stability of arch dam against elastic buckling has always been ignored.
拱坝的抗屈曲稳定性一直是未被重视的问题。
2.
Stability of some completed arch dams both at home and abroad are also analyzed.
分析了国内外部分已建拱坝的抗屈曲稳定性。
3.
Numerical Simulations on Buckling Stability of Subsea Pipelines with Imperfections
含缺陷海底管道屈曲稳定性的数值模拟
4.
Checking Computation of Structural Strength and Flexure Stability for 9 000 kN Girder Transporter
9000 kN运梁车结构强度与屈曲稳定性验算
5.
Applications of the stability of Mathieu equation’s solution in magnetic-elastisity buckling problem
马丢方程解的稳定性在磁弹性屈曲中的应用
6.
Stability Analysis (Buckling Strength) of Members in Resistance Damage Structures under Torsion;
抗损结构中构件扭转稳定性（构件屈曲强度）分析
7.
Effect of Pre-buckling Coupling Deformation on Stability of a Functionally Graded Plate
前屈曲耦合变形对功能梯度板稳定性的影响
8.
Working mechanism and stability design methods of buckling-restrained braces
防屈曲支撑的工作机理及稳定性设计方法
9.
The Analysis of Overall Stability That Welder-shaped Cross-section Combinations Steel Beam after Web Buckling
焊接工字形截面组合钢梁腹板屈曲后整体稳定性分析
10.
When the plate becomes unstable, it buckles laterally.
当板失去稳定时，就发生横向屈曲。
11.
Theoretical and Experimental Study on the Buckling Analysis of Piles;
基桩屈曲稳定分析的理论与试验研究
12.
Treatment of Unstable Flexing Type Thoracolumbar Vertebral Fracture with the Combination of Tongdu Method and AF Operation;
通督法内治结合AF手术治疗不稳定性屈曲型胸腰椎骨折的临床研究
13.
Study of Plastic Tensile Instability and Buckling in Hyperbolic Thin Metal Shells with Circular Base and Application in Engineering;
金属圆底双曲薄壳塑性拉伸失稳与屈曲研究及其工程应用
14.
The In-Plane Stability Carrying Capacity Analysis of Beam-Columns Considering the Post-Buckling Strength of the Web;
考虑腹板屈曲后强度压弯构件平面内稳定承载力研究
15.
The Research on Buckling and Reliability Evaluation Method of Imperfect Structure;
不完整结构屈曲及其可靠性评定方法研究
16.
Point out that instability destruction of bluff stratum slope has osculating correlation with the rheology character of rock.
指出层状直立边坡的屈曲失稳与岩体的流变性质密切相关。
17.
Effect of Sequential Section of Posterior Spinal Structures on Lumbar Flexion/extension Stability
后部结构对腰椎前屈/后伸稳定性的影响
18.
In the given geometry original bug, there is a few difference between the result of eigenvalue buckling analysis and the result of geometry nonlinear buckling analysis.
在取定的初始几何缺陷下,线性特征值屈曲分析和几何非线性屈曲分析结果相差较小;