说明:双击或选中下面任意单词,将显示该词的音标、读音、翻译等;选中中文或多个词,将显示翻译。
您的位置:首页 -> 句库 -> 薄腹箱形截面
1.
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
2.
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
3.
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
4.
Capacity Calculation of Welded Axially Compressed Members with Thin-Walled Box Section
焊接薄壁箱形截面轴心压杆的承载力计算
5.
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
6.
Thin wall box shape section is a kind of structure generally adopted for machines.
薄壁多室箱形截面是机械结构中常见的一种结构形式。
7.
QUASI PLANE ASSUMPTION AND ITS APPLICATION IN STEEL-CONCRETE COMPOSITE BOX GIRDERS WITH CORRUGATED STEEL WEBS
波形钢腹板-混凝土组合箱梁截面变形的拟平截面假定及其应用研究
8.
Research on application of change from hyperbolic arch section into box section
改双曲拱截面为箱形截面技术的应用研究
9.
Calculation method of the inertia torsion moment of the closed thin wall box beam
闭口薄壁箱梁截面扭转惯性矩的计算方法
10.
Distortion of thin-walled bar with rectangular section taking account of shear deformation
考虑剪切变形的矩形截面薄壁杆件畸变分析
11.
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
12.
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
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.
Research on the Ultimate Load-carrying Capacity and Hysteretic Behavior of Box-section Beam-column Considering Interactive Buckling;
箱形截面构件相关稳定承载力及滞回性能研究
15.
Stress Analyses of Anchorage Zone at Cable-pylon Connection and Lower Pylon Legs;
箱形截面索塔锚固区及下塔柱应力分析研究
16.
Structural Behavior of Long-Span Steel Arches with Variable Box Sections;
大跨度箱形变截面钢拱结构的受力性能研究
17.
Design resitant to twisting and simplification for reinforced concrete box-section beam;
钢筋混凝土箱形截面构件的抗扭设计及其简化
18.
Study on the Ultimate Load Carrying Capacity of Box-section Steel Columns Stiffened by Inner Longitudinal Ribs
内置纵肋箱形截面钢压杆稳定极限承载力研究