1.
Out-of-plane Stability Analysis of Tapered I-sectioned Beam-columns with Slender Web;
楔形宽薄腹工形截面压弯构件平面外稳定分析
2.
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
3.
Lateral Buckling of Web-Tapered I-Beams:A New Theory
工字形截面楔形梁的侧向屈曲:新理论
4.
Stability Analysis of Biaxial Bending of I-section Beam-columns with Slender Web;
宽腹工形截面双向压弯构件的稳定分析
5.
The Stability of Biaxial Bending of Tapered I-section Beam-Columns with Slender Web;
薄腹工形变截面双向压弯构件的稳定性能分析
6.
Out-Plane Buckling of Simply Supported Tapered Beam;
简支楔形变截面工字钢梁的弹性弯扭屈曲
7.
Behaviour of Bi-Axially Loaded Thin-Walled Tapered Beam-Columns with Doubly Symmetric Sections
具有双对称截面的双轴加载薄壁楔形梁柱的性能分析
8.
The Stability of Box-section Members with Slender Web Subjected Biaxial Eccentric Compression;
薄腹箱形截面双向压弯构件的稳定性能分析
9.
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
10.
Study on the oblique wedge-like transformer with a large dimension rectangular gradual section
大尺寸矩形变截面斜楔型变幅杆研究
11.
ELASTIC SHEAR BUCKLING OF WEB PLATES IN TAPERED I-GIRDERS
楔形工字梁腹板的弹性剪切屈曲分析
12.
Design Method of Section Bearing Capacity of I-Type Member of Corrugated Web
波折腹板工形构件截面承载力设计方法
13.
Elastic buckling of web restrained by flanges in I-section members
考虑翼缘约束的工字形截面腹板的弹性屈曲
14.
Study on key technologies of shaft parts with elliptical section formed by cross wedge rolling
椭圆截面轴类零件楔横轧成形关键技术研究
15.
Study on In-plane Elastic Ultimate Load-carrying Capacity of I-section Arches with Holes in Web;
腹板开洞工形截面拱的平面内弹性极限承载力研究
16.
ANSYS Finite Element Analysis of Wide Limb L-shaped Section Columns;
宽肢L形截面柱的ANSYS有限元分析
17.
The Study on In-Plane Equivalent Bending Moment Coefficient of Tapered Portal-Frame-Column without Brace
无侧移楔形变截面门式刚架柱平面内等效弯矩系数研究
18.
Studies on Stability and Design of I-sectional Arches with Web Openings;
腹板开洞工形截面拱的稳定性能及设计方法研究