1.
Study on ultimate bearing capacity of long pier I-shaped column
长肢一字形截面柱极限承载力的研究
2.
The Research on the Anti-seismic Performance of a Rectangle Section Buckling Restrained Brace;
一字形截面防屈曲支撑的抗震性能研究
3.
Having the apex cut off and replaced by a plane, especially one parallel to the base.Used of a cone or pyramid.
截平的尖端被截成一与底边平行的平面的，用于锥形物或金字塔
4.
a stone pillar having a rectangular cross section tapering towards a pyramidal top.
这种方尖形的石碑有一个矩形的横截面，尖端很细，呈金字塔形的顶。
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.
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.
If we graph ??in spherical polar coordinates we get surfaces with the familiar figure eight cross section; again, these are graphs and not orbital shapes.
如果我们在球极坐标中作?猛枷撸0得到熟知的8字形截面；再说一遍，这是图线而不是轨道形状。
8.
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
9.
Seismic Experiments and Theoretic Analyses on Long Pier I Shaped Column;
长肢—字形截面柱抗震性能试验研究及理论分析
10.
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
11.
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
12.
Study of the Curvature Ductility of X-shaped R.C.Column
钢筋混凝土十字形截面柱曲率延性的研究(英文)
13.
having a cross section resembling the letter `I'.
有一个形似“I”的截面的横梁。
14.
A new theory of deep beams of rectangular cross section and its application
矩形截面深梁的一个新理论及其应用
15.
Study on Load Bearing Capacity of Crisscross Section Column Composed of Concrete-filled Square Steel Tubes;
十字形截面方钢管混凝土组合异形柱承载力研究
16.
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
17.
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
18.
Finite Element Analysis for Anti-Seismic Performance of the Top Story Interior Joints in R.C.Frame with "十" Shaped Columns;
钢筋混凝土十字形截面柱框架顶层中节点抗震性能的有限元分析