1.
Finite Element Analysis of stability on Tapered Light Gauge Steel Structure;
变截面山形门式刚架稳定性有限元分析
2.
Story Lateral Stiffness and Stability Analysis of Tilted Column Frame;
斜腿框架的层抗侧刚度及稳定性分析
3.
Analysis for In-plane Overall Stability and Spatial Performance of Light Steel Structure with Portal Frames;
轻型门式刚架平面内稳定性能及空间性能分析
4.
Finite Element Analysis on the Stability in Plane of Tapered Portal Frame;
变截面门式刚架平面内稳定的有限元分析
5.
A Study of Effective Length Coefficient of Strut In Plane of Taper H-Section in Portal Frame
门式刚架中楔形柱平面内稳定长度系数的探讨
6.
Stability analysis of columns in sway and semi-rigid composite frames
有侧移半刚性连接组合框架柱的稳定分析
7.
RANALYSIS OF STABLE BEARING CAPACITY OF STEEL FRAMES WITH SEMI-RIGID CONNECTION AND ORIGINAL CURVATURE
考虑初弯曲的半刚接钢框架稳定承载力分析
8.
The Over-All Stability Analysis of Gable Portal Frame Considering the Arch Effect Subjected to Uniform Loading;
考虑均布荷载作用下拱效应的山形门式刚架整体稳定分析
9.
Study on the In-Plane Stability of Residual Stresses Portal Frame on Rotationally Restricted Simple Column Feet;
残余应力及柱脚转动约束对门式刚架平面内稳定承载力影响研究
10.
Study on the Stability in Plane of Portal Frame with Rotational Restriction of Simple Column Base;
简易柱脚转动约束对变截面门式刚架平面内稳定承载力影响研究
11.
Based on the geometric non-linear analysis, the in-plane global stability of Space Lattice Tilted Column Frame of Triangle Section( SLTCF) is studied.
从结构的几何非线性分析着手,研究截面为三角形的空间格构式斜腿刚架的平面内整体稳定。
12.
The out-plane global stability of space lattice tilted column frame of triangle section must be taken into consideration at the design stage.
截面为三角形的空间格构式斜腿刚架的平面外稳定性是设计中必须考虑的问题。
13.
Influence Study on the Restrain of Pin-connected Plate Column Base to In-Plane Stability of Portal Frame;
平板式铰接柱脚约束对变截面门式刚架平面内稳定承载力影响研究
14.
On the Stability of Frames for Hilbert Spaces;
Hilbert空间中框架的稳定性
15.
Stabilities of Frames in Hilbert K-modules
Hilbert K-模上框架的稳定性
16.
Stability Factor of Framed Columns Supporting Laterally Leaning Columns
框架中有摇摆柱时框架柱的稳定系数
17.
Deagglomeration and Stable Dispersion of Detonation Nanodiamond Particles;
纳米金刚石的解团聚与稳定分散研究
18.
The Research on Stability of the Combinational Bridge with Rigid Frame and Single-ribbed Tied Arch;
刚构—单肋系杆拱组合桥梁稳定性研究