1.
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
2.
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
3.
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
4.
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
5.
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
6.
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
7.
Transverse load distribution on box section continuous composite steel-concrete bridges
箱形截面连续组合梁桥的荷载横向分布
8.
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
9.
Design of Fully-welded Steel Plate Composite Truss Girders of Box Section Member Bar of Minpu Bridge Ⅱ,Shanghai
闵浦二桥箱形截面杆件全焊钢板组合桁梁设计
10.
DIRECT STRENGTH METHOD OF WELDED BOX-SECTION FOR PREDICTING ULTIMATE LOAD-CARRYING CAPACITY
焊接箱形截面稳定承载力的直接强度设计法
11.
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。
12.
Box-section column is the most important vertical member of high-rise steel structures, and the selection of the section directly affects the quantity of steel.
箱形截面柱是高层钢结构建筑中的主要竖向构件,对柱截面的选择直接影响整个结构的用钢量。
13.
The Experimental Study on Torsional Behavior of R.C. Members with Box Sections Subjected Biaxially to Eccentric Compression and Shear;
箱形截面钢筋混凝土双向压弯剪构件受扭性能试验研究
14.
Ultimate Load Carrying Capacity Analysis of Box Section Beams and Beam-Columns;
箱形截面梁和梁柱的弹塑性稳定极限承载力分析
15.
Stability Study of Carrying Capacity of Box-section Steel Column with Internal and External Stiffening Rib
带内外加劲肋箱形截面钢塔柱稳定性承载力研究
16.
Hysteretic property of three connections of box-section beam with circular tubes under cyclic bending
三种构造型式的箱形截面梁与圆管连接节点受弯性能
17.
DIRECT STRENGTH METHOD OF ULTIMATE LOAD-CARRYING CAPACITY OF WELDED BOX-SECTION COLUMNS SUBJECTED TO LOCAL BUCKLING
箱形截面构件局部与整体相关稳定承载力的直接强度设计法
18.
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