1.
Study on the Serviceability of Thin-walled Box Grider Bridge with Initial Flaw
具有初始几何缺陷的薄壁箱梁桥使用性能研究
2.
Two improved nonlinear beam elements considering initial geometry imperfection
两种改进考虑初始几何缺陷的非线性梁单元
3.
Analysis on Non-linear Buckling of Line Pipe with Geometrical Imperfection
受初始几何缺陷影响的管线管非线性屈曲分析
4.
DYNAMIC BUCKLING ANALYSIS OF SHELLS WITH UNCERTAIN INITIAL GEOMETRICAL IMPERFECTIONS
不确定初始几何缺陷壳的动态屈曲分析
5.
The Effect of the Single Dimple Initial Geometry Defect on Critical Load of External Compression Spherical Dome
凹圈型初始几何缺陷对外压球形封头临界载荷的影响
6.
Generalized Spline Subdomain Methods for Analysis of Cylindrical Shells with Ring Shape Geometrical Imperfection
用广义样条子域法分析具有环形初始几何缺陷的圆柱壳
7.
QR-Method for Nonlinear Stability Analysis of Tall Frames Structures with Initial Geometrical Imperfection;
考虑初始几何缺陷的高层框架结构非线性静力稳定分析的QR法
8.
The Study of Hyperbolic Cooling Tower with Initial Geometrical Imperfections and Its Effects on Mechanical Behavior of the Shell;
初始几何缺陷对双曲线型冷却塔筒壁受力性能影响的研究
9.
Effect of Initial Geometrical Imperfection on Dynamic Stability of Suspen-Domes
考虑初始几何缺陷的弦支穹顶结构动力稳定性分析
10.
Effects of Initial Displacement Imperfection on Ultimate Strength of Concrete Filled Steel Tube Arch Bridge
初始几何缺陷对钢管混凝土拱桥极限承载力的影响
11.
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;
12.
By solving the dynamic buckling equation numerically, the effect of pre-load, impact yate and geometrical imperfection on critical impact load is studied.
文中考查了静力预载荷、冲击载荷速度以及初始几何缺陷对临界冲击载荷的影响。
13.
The effects of geometrical imperfections on dynamic stability of arch structures
几何缺陷对拱结构动力稳定性的影响
14.
Influence by Oil Casing Imperfections on Anti-Collapse Strength
石油套管几何缺陷对抗挤强度的影响
15.
Study on Upheaval Behavior of Marine Pipelines with Initial Imperfection
初始缺陷海底管线的屈曲剧变特性研究
16.
Research on the Behavior of Thin-walled Box Girder with Initial Flaw
带有初始缺陷的薄壁箱梁桥结构行为研究
17.
Mechanical analysis of influence of initial imperfections on beam-string system by FEA
初始缺陷对张弦梁结构影响的有限元研究
18.
INFLUENCE OF STRENGTH PARAMETERS ON OVERALL DEFORMATIONS OF ROCK SPECIMENS WITH INITIALLY RANDOM MATERIAL IMPERFECTIONS
强度参数对初始随机缺陷岩样全部变形的影响