1.
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
2.
Investigation on in-plane stability behavior of cold-formed steel C-section flexural members
冷弯型钢C形截面受弯构件平面内稳定性能研究
3.
In-plane stability behavior and application of parabolic arches under pure compression
纯压抛物线拱平面内稳定性及设计方法研究
4.
Reseach on the Mechanical Behavior and Stability of Plane Beam String Structure;
平面张弦梁结构受力性能及稳定性研究
5.
RESEARCH ON IN-PLANE STABILITY BEARING CAPACITY OF LIPPED H-SECTION TAPERED MEMBERS UNDER COMPRESSION AND BENDING
卷边翼缘工形变截面构件在压弯荷载作用下平面内稳定承载性能研究
6.
The discussion about the equilibrium stability condition by internal energy criterion;
根据内能判据对平衡稳定性条件的讨论
7.
Research on In-plane Ultimate Bearing Strength of Tapered Column;
楔形变截面柱平面内稳定承载力研究
8.
Contributions to Nonstationary Spectrum Estimation and Stationarity Tests in the Time-Frequency Plane;
时频平面内的非平稳光谱评估和平稳性检验
9.
The In-plane Stability of Tapered I-section Beam-Columns with Slender Web;
楔形宽薄腹工形截面压弯构件的平面内稳定性分析
10.
Stress Analysis and In-plane Inelastic Stability of Tapered Members;
变截面构件的应力分析和平面内弹塑性稳定研究
11.
In-plane inelastic stability and ultimate strength of uniform I-section three-hinged circular steel arch in uniform compression
均匀受压工字型等截面三铰圆弧钢拱的平面内稳定性和极限强度
12.
The Ultimate Load-Carrying Capacity in-Plane of Tapered Member;
楔形压弯构件平面内稳定极限承载力
13.
One-side Stability and One-side Asymptotically Stability of Zero Solution of Two Dimensions System;
平面系统零解的单侧稳定性及渐近稳定性
14.
Effects of Horizontal Linkage Parameters on the Stability of Tillage Width of Power Driven Disk Plow;
水平面内悬挂参数对驱动式圆盘犁耕宽稳定性的影响
15.
Influence of Fluctuating Hydrostatic Pressure on In-Plane Stability of Simply Supported Circular Arches
波形扰动静水压力对两侧铰支圆拱平面内稳定性的影响
16.
The Stablity and Monotonicity of Periodic Orbits of the Planar Hamlitonian System;
平面Hamilton系统周期轨的稳定性及单调性
17.
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
18.
The stability of the helical equilibrium is analyzed with phase plane method, and an analytical criterion of stability is revealed.
用相平面法分析螺旋线平衡的稳定性，导出解析形式的稳定性条件。