1.
Theoretical and Experimental Study on Closed-section Composite Slabs;
闭口型组合楼板承载力的理论与试验研究
2.
Experimental Study on Straight-resistance of Composite Slabs with Light-weight Aggregate Concrete;
压型钢板—轻骨料混凝土组合楼板正截面承载力试验研究
3.
Capacity Analysis and Experiment of Steel Deck-Concrete Composite Slabs;
带压痕压型钢板—混凝土组合楼板承载能力研究与试验
4.
Experimental Study on the Vertical Shear-bond Capacity of Close-section Steel Deck-Concrete Composite Slabs
闭口式压型钢板—混凝土组合楼板剪切粘结承载力试验研究
5.
PUSH-OVER Analysis of the Cast-in-place Reinforced Slab Participated in Beam End Negative Moment on Frame Structures
整浇楼板板筋参与梁端负弯矩承载力后框架结构的PUSH-OVER分析
6.
Experimental Study of Oblique Section Shear Capacity of Profiled Steel Plate-concrete Composite Slab
压型钢板——混凝土组合楼板斜截面受剪承载力试验研究
7.
Bearing Capacity of Experimental Study of PK Prestressed Concrete Composite Slab;
PK预应力混凝土叠合楼板的承载力性能试验研究
8.
Study the Supporting Capacity of Steel Deck-concrete Composite Slabs and Combination Truss Beam in Integra Web Steel;
轻钢龙骨体系组合楼板、组合桁架梁承载力的研究
9.
Studies on Plane Stiffness and Bearing Capacity of Composite Structure for Slab on the Lower Flange;
楼板位于钢梁下翼缘的组合结构平面刚度及承载力研究
10.
Design and Experiment Study on Bearing Capacity of Light Weight Aerated Concrete Combined Slabs
复合发泡钢筋混凝土楼板设计及承载能力试验研究
11.
Experimental Investigation on the Horizontal Shear-bond Capacity of Closed-section Steel Deck-Concrete Composite Slabs;
闭口式压型钢板—混凝土组合楼板纵向水平剪切粘结承载力试验研究
12.
Load-carrying capacity analysis of a skew prestressed hollow slab bridge after widening construction
斜交预应力空心板桥拓宽承载力分析
13.
flat slab drop construction
托板支承无梁楼板结构
14.
Simulate experimental study on bending bearing capacity of the colour steel sandwich panel
彩钢夹芯板受弯承载力模拟试验研究
15.
Plastic Capacity Calculation of Composite Beams with Web Openings;
带腹板开洞组合梁塑性承载力的计算
16.
The Study on Limit Bearing Capacity of Composite Beam with Web Openings;
带腹板开洞组合梁极限承载力的研究
17.
Research on the Stability and Bearing Capacity of the Steel Plate Welding Corbel;
钢板焊接牛腿的稳定性及承载力研究
18.
Analysis on Stability Ultimate Bearing Capacity of Plate-cone Reticulated Shell;
板锥网壳结构的稳定极限承载力分析