1.
Research on the Soft Rock Slope Border Deformation and Instability and the Study of Corresponding Prevention and Curing Techniques;
软岩边坡变形失稳机理及防治技术研究
2.
On Unstability Factor Analysis of Slope Deformation and GIS Evaluation Method
边坡变形失稳影响因素分析及GIS评价方法研究
3.
Analysis of Coal Roadway Deformation Instability under High Stress and its Countermeasures
高应力条件下煤巷变形失稳分析及防治对策
4.
A Study on Failure Model and Stability of the Plunge Pool Right Bank Slop in Xiaowan Hydraulic-Power Station;
小湾水电站水垫塘右岸边坡变形失稳模式及稳定性研究
5.
Development of Stability Criteria for Rock Mass Surrounding a Tunnel under Different Failure Modes
不同变形失稳模式下隧道围岩稳定性判据研究的进展
6.
The result shows that the main factors affecting the ultimate capacity are the local deformation and instability of the bridge.
结果表明,桥梁局部变形失稳是影响整体极限承载力的重要因素。
7.
STUDY OF CRITICAL CONDITION OF BOREHOLE INSTABILITY IN GRANITE UNDER HIGH TEMPERATURE AND HIGH PRESSURE
高温高压下花岗岩中钻孔变形失稳临界条件研究
8.
A deformed-status distinguish method for in-plane buckling of symmetrical press-bending arches
对称弯压拱面内失稳类型的变形判断
9.
Theoretical and Experimental Research on Deformation Localization and Instability of Rock;
岩石变形局部化及失稳破坏的理论与实验研究
10.
Study on Mechanism of Rock Localization Deformation and Bifurcation Instability of Roadway Surrounding Rock;
岩石局部化变形与巷道围岩分岔失稳机理研究
11.
The Large Deformation for Plastic Instability Phenomenon of the Cylinder Shell under Uniform Intrinsic Pressure;
圆柱壳在均布内压下的大变形弹塑性失稳
12.
Morphologic study on lumbar cartilage endplate degeneration of rabbit due to the intervertebral destabilization
椎间失稳致兔腰椎软骨终板退变的形态学研究
13.
Comparative Analysis of a High and Steep Slope Stability with DEM and DDA
岩质高陡边坡失稳的离散元法与非连续变形法的对比分析
14.
The Relationship between Present State of Stressin Part of Active Faults Plane and TheirUnsteady Form in Southwest China
西南部分活动断裂面上现今应力状态与断裂失稳变形的关系
15.
Study on Numerical-simulation Predictive Methods of Residual Stress and Buckling for Friction Stir Welding;
搅拌摩擦焊残余应力和失稳变形数值模拟预测方法研究
16.
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
17.
Deformation failure characters and instability criterion of abutment rock slope in Heihe reservoir
黑河水库坝肩岩质边坡变形破坏特征及失稳判据
18.
The stresses and strarns of cylindrical spherical and paraboloid shells can be solved when the drawing unsteadiness happen.
文中就圆柱壳形、圆球壳形、抛物线壳形封头等压力容器的失稳状态，分别求出它们的应力和应变。