1.
Static Behavior of a New Type of I-Beam with a Rectangular Tube Top Flange
上翼缘为矩形管的新型工字形梁静力性能分析
2.
ENERGY-VARIATIONAL METHOD FOR THE ANALYSIS OF SHEAR LAG EFFECT OF THIN-WALLED I-BEAMS WITH WIDE FLANGE
宽翼薄壁工字形梁剪滞效应分析的能量变分法
3.
Experimental Reasearch on Static Behavior of I-Beam with a Rectangular Steel Tube Top Flange
上翼缘为矩形钢管的工字形梁静力性能的实验研究
4.
Experimental Reasearch on Static Behavior of I-Beam with a Rectangular Concrete-Filled Tube Top Flange
上翼缘为矩形钢管混凝土的工字形梁静力性能的实验研究
5.
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
6.
A steel joist or girder with short flanges and a cross section formed like the letter I.
I形金属横梁，工字梁由短翼缘和一个十字部分做成象字母I的钢制托梁或主梁
7.
Structural Design Parameter Research of Y-shape Bridge;
“人”字形桥梁结构设计参数的研究
8.
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
9.
Analysis on loading capacity of high-strength concrete crossform special shaped columns' joint
高强混凝土十字形异形柱梁柱节点承载力分析
10.
Overall Stability Behavior of Monosymmetric I-Section Overhanging Beams and Two-Span Continuous Beams;
单轴对称工字形单悬伸梁和双跨连续梁整体稳定性能研究
11.
Caculation of stability of symmetrical I-Beam?with overhanging both ends
双悬臂对称工字形钢梁弹性稳定性计算
12.
Elastic Flexural-torsional Buckling of Monosymmetric Web-tapered I-beams;
单轴对称楔形工字钢梁的弹性弯扭屈曲
13.
Analysis of Warping Transfer at Joints between Box-columns and I-beams;
箱形柱与工字梁连接节点翘曲位移传递的分析
14.
Stability of Monosymmetric I-section Cantilevers;
单轴对称工字形等截面悬臂梁的整体稳定性
15.
Elastic Flexural-torsional Buckling of Doubly Symmetric Web-tapered I-beams;
双轴对称楔形工字钢梁的弹性弯扭屈曲
16.
Structural Computation Theory and Model Experiment Research of Y-shape Bridge;
人字形桥梁的结构计算理论与模型实验研究
17.
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
18.
The Effect of Stiffener to the Stability of I-steel Beams
加劲肋对工字形钢梁稳定承载力的影响