1.
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
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 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
4.
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
5.
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
6.
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
7.
Study on In-plane Elastic Ultimate Load-carrying Capacity of I-section Arches with Holes in Web;
腹板开洞工形截面拱的平面内弹性极限承载力研究
8.
Studies on Stability and Design of I-sectional Arches with Web Openings;
腹板开洞工形截面拱的稳定性能及设计方法研究
9.
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
10.
The Analysis of Overall Stability That Welder-shaped Cross-section Combinations Steel Beam after Web Buckling
焊接工字形截面组合钢梁腹板屈曲后整体稳定性分析
11.
Calculation and Analysis on Local Stability of I-shaped Compression Member Web in Steel Truss
钢桁架工字形截面受压杆件腹板局部稳定计算与分析
12.
ANSYS Finite Element Analysis of Wide Limb L-shaped Section Columns;
宽肢L形截面柱的ANSYS有限元分析
13.
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
14.
Research on Crack Width Calculation of Reinforced Concrete Members with Circular Sections;
圆形截面钢筋混凝土构件裂缝宽度计算的研究
15.
Method of check table for determing reasonable mvalue of rectangle section beam;
确定矩形截面梁合理高宽比m的查表法
16.
Impact of Aspect Ratios on Velocity in Rectangular Micro-channel
微反应器矩形微通道截面高宽比对流速的影响
17.
The Impact of Aspect Ratios on Pressure Drop in Rectangular Micro-channel
矩形微通道截面高宽比对流动压降的影响
18.
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