1.
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
2.
Local Buckling and Post-Buckling Strength of Tapered Member;
楔形压弯构件的局部屈曲及屈曲后强度
3.
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
4.
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
5.
To connect with a tongue-and-groove joint.
楔紧用楔形部件使密接
6.
RESEARCH ON THE HYSTERETIC BEHAVIOUR OF CROSS-SECTION SPECIAL-SHAPED STEEL COLUMNS
十字形钢异形截面压弯构件的滞回性能研究
7.
High strength concrete-filled RHS steel tubes subjected to eccentric loading
矩形钢管高强混凝土压弯构件的实验研究
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.
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
10.
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
11.
Study for Dynamical Behaviors of Concrete Filled Rectangular Steel Tubes;
矩形钢管混凝土压弯构件滞回性能研究
12.
Out-Plane Buckling of Eccentrcally Tensile Members and Tapered Beam-Columns;
拉弯构件及变截面压弯构件弯扭失稳分析
13.
Bending deformation：The component bends in one side after welding.
弯曲变形：构件焊后朝一侧弯曲的变形。
14.
A Discussion of Shape Constant,Load Constant of Taper Element in Portal Frame
门式刚架中楔形构件形常数、载常数的探讨
15.
The Experimental Study on Torsional Behavior of R.C. Members with Box Sections Subjected Biaxially to Eccentric Compression and Shear;
箱形截面钢筋混凝土双向压弯剪构件受扭性能试验研究
16.
Behaviour of Concrete Filled Double-Skin Steel Tubular Beam-columns with Rectangular Sections;
矩形中空夹层钢管混凝土压弯构件力学性能研究
17.
Discussion about"Analysis of Correlation Curves between the Axial Force of Eccentrically Pressed Member with Rectangular Cross Section and the Bending Force Moment;
关于“矩形截面偏心受压构件轴力——弯矩相关曲线分析”的探讨
18.
LIMIT STRENGTH OF LIPPED H-SECTION MEMBERS UNDER BOTH COMPRESSION AND BENDING
卷边翼缘工形构件在压弯荷载作用下的稳定承载力设计理论