1.
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。
2.
Calculation of the allowable variation of transverse profile for cold rolled strips based on the buckling criterion
基于屈曲失稳判据的冷连轧断面形状可变域求解
3.
BUCKLING COEFFICIENT OF STEEL-CONCRETE COMPOSITE BEAMS IN NEGATIVE BENDING
钢-混凝土组合梁在负弯矩作用下的屈曲失稳系数研究
4.
When the plate becomes unstable, it buckles laterally.
当板失去稳定时，就发生横向屈曲。
5.
Grey Polynomial Method for Grey Prediction and Its Application to Determining Critical Load for Axially-loaded Structures;
薄壁结构失稳屈曲荷载预测的GPM方法研究
6.
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
7.
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
8.
Buckle-driven delamination of metal film/ceramic substrate systems under thermal loading
金属薄膜──陶瓷基组件热载屈曲失效
9.
Buckling Failure Analysis in Plasma-sprayed Thermal Barrier Coatings
等离子喷涂热障涂层的屈曲失效分析
10.
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。
11.
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。
12.
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
13.
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
14.
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
15.
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
16.
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
17.
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
18.
Local buckling is the dominant failure mode for composite steel column.
局部屈曲是组合钢柱常见的失效模式之一.