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1.
Study on Width-thickness Ratio of the Web for Monosymmetric I-sections Steel in Plastic Design;
单轴对称工字形截面塑性设计的腹板高厚比研究
2.
STABILITY OF MONOSYMMETRIC I-SECTION CANTILEVERS
单轴对称工字形截面悬臂钢梁在横向荷载作用下的整体稳定性研究
3.
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
4.
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
5.
Analysis of Sidewise Buckling of Biaxial-Symmetry I-Section One-Centered Arch and Analytic Solusion;
双轴对称工字型截面圆弧拱侧倾屈曲及其解析解的分析
6.
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
7.
The stiffness matrix and geometric stiffness matrix of rectangular tube-in-tube element of which the cross-section has bisymmetric axes are developed.
导出了截面含双对称轴的矩形筒中筒单元刚度矩阵和单元几何刚度矩阵。
8.
The Limit Value of Axial Compression Ratio of Reinforced Concrete Special-Shaped Columns;
T形、十字形截面柱翼缘对轴压比限值影响的讨论
9.
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
10.
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
11.
Effect of axial compression ratio to bearing capacity of piece with T-shaped section
轴压比对T形截面构件承载力的影响
12.
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
13.
Theoretical study on the reduced coefficient of asymmetrical cross-section for aluminium columns
铝合金轴心受压构件截面不对称性系数研究
14.
Load Carrying Capacity Research of Normal-Section of T-Shaped Haydite Conctete Columns;
陶粒砼不对称T形截面异形柱正截面承载力研究
15.
Research on Bearing Capacity of Steel Truss S.R.C Asymmetrical T-Shaped Columns;
桁架式钢骨的混凝土异形柱——不对称T形截面正截面承载力研究
16.
Energy Levels of Single Particle in 3-dimensional and Symmetrical Deformed Harmonic Oscillator Potential Energy;
轴对称变形谐振子势中的单粒子能谱
17.
Sectional Curvature of Compact Minimal Submanifolds of Locally Symmetric Manifolds;
局部对称空间中的紧致极小子流形的截面曲率
18.
Reinforcement Calculation of Asymmetrical Reinforcement for Circular Section of Concrete Retaining Piles;
非对称配筋圆形截面钢筋砼支护桩的配筋计算