1.
Theoretical and Test Studies on Width to Thickness Ratio Limitation of Cut T-shape Web Subject to Axial Compression;
部分T型钢轴压杆腹板宽厚比限值试验与理论的研究
2.
Unified Analysis of Limiting Width-Thickness Ratio of Plate Elements in Axially Compressed Members
轴心压杆板件宽厚比限值的统一分析
3.
Effects of web thickness and width of a channel section steel on its bending behavior
带材厚度及其腹板宽度对简单断面型钢成型的影响
4.
According to the relationship between the structural strength and slenderness of plate elements, the limited width-to-thickness ratio of the flange of a box-section column under seismic load is derived.
由构件承载力与壁板宽厚比的关系,得出了抗震设计箱形截面柱翼缘板宽厚比限值。
5.
As the thickness of plate becomes smaller and smaller, the phenomenon of locking up does not appear.
当板的宽厚比趋向零时,不出现所谓闭锁现象。
6.
Theoretical Research on the Limit Value of Width-Thickness Ratio of the Plate of H Section Steel of the Steel Reinforced Concrete Column;
型钢混凝土柱中型钢板件宽厚比限值的研究
7.
Study on the Plate Buckling and Width-thickness Ratio of T Section Steel;
剖分T型钢板件局部屈曲及宽厚比限值
8.
Limit Value of Steel Plate Width-to-Thickness Ratios of Steel Reinforced Concrete Column
型钢混凝土柱中型钢的板件宽厚比限值
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 Discussion on the Width-thickness Ratio of the Plate of the Steel Structure Workshop with Comparatively Heavy Cranes
关于大吨位吊车门式刚架钢结构厂房板件宽厚比控制的讨论
11.
Cyclic test on large flakiness ratio composite steel plate walls with slits
大宽厚比开缝组合钢板墙低周反复荷载试验研究
12.
This piece of wood is thicker than that.
这块木板比那块厚。
13.
Microstructure and Mechanical Properties of X80 Steel Plate
X80宽厚板的力学性能与组织分析
14.
Entirely homemade 3 800mm heavy plate mill
国产化3800mm宽厚板轧机的设计特点
15.
Improvement Practice of Reducing Surface Longitudinal Crack of Wide and Thick Slab
减少宽厚板坯表面纵裂纹的改进实践
16.
The Analysis of Y Style Eccentrically Braced Steel Frames under Cyclic Load Condering Links Web Changed the Height-thickness Ratio;
考虑耗能段腹板高厚比变化时Y型偏心支撑钢框架在循环荷载作用下的滞回性能研究
17.
Experimental study on effect of link beam web depth-thickness ratio on energy-dissipation of Y-shaped eccentrically braced steel frames
耗能段腹板高厚比对Y型偏心支撑钢框架滞回性能影响的试验研究
18.
In Soapy's opinion the Law was more benign than Philanthropy.
在索比眼里，法律比救济更为宽厚。