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1.
Research on the Ralationship of Span and Stiffness,Span and Design Span-High Ratio in a Curved Steel-Concrete Composite Girder Bridge
曲线钢-混凝土组合梁桥的跨度与桥梁刚度及设计跨高比相关关系
2.
Experimental Study and Nonlinear Finite Element Analysis on the Deep Coupling Beam;
跨高比连梁的试验研究及非线性有限元分析
3.
Experimental Study on Seismic Behavior of Short-span Coupling Beams of Shear Walls;
跨高比剪力墙洞口连梁抗震性能试验研究
4.
Experimental Study on Short-span Coupling Beams with Efficacious Detailing;
跨高比洞口连梁有效配筋方式的试验研究
5.
EXPERIMENTAL STUDY ON SEISMIC BEHAVIOUR OF NEW REINFORCEMENT SCHEME DEEP COUPLING BEAMS
新配筋方案小跨高比连梁抗震性能试验研究
6.
Experiment research on aseismatic capability of diagonally crossing reinforced coupling beams with the small ratio of span to depth
跨高比对角斜筋连梁抗震性能的试验
7.
Calculation of shear capacity of new reinforcement scheme deep coupling beams
新配筋方案小跨高比连梁受剪承载力计算
8.
Concrete beam span-depth ratio of satisfying loading capacity and deflection crack limit
满足承载力和挠度裂缝限值的混凝土梁跨高比
9.
Experiment and Simulation of Bearing Behavior for Diagonally Reinforced Coupling Beams with Small Length to Height Ratio
跨高比对角斜筋连梁受力性能试验及模拟
10.
Contrast Study on Small-Span-to-Depth-Ratio Coupling Beams of Diagonal Reinforcement with 500MPa Steel Bar
配有500MPa级钢筋对角斜筋小跨高比连梁抗震性能对比试验研究
11.
Ductility and energy dissipation capacity of steel fiber reinforced high-strength concrete coupling beams of small span/depth
跨高比钢纤维高强混凝土连梁延性和耗能研究
12.
Theoretical Analysis and Experimental Study on Coupling Beam with Small Span-to-Depth Ratio in Seismic Coupled Shear Walls Structure;
抗震剪力墙小跨高比连梁的理论分析及试验研究
13.
The Analyse and Experimental Study of Short-Span Coupling Beams of Frame-Tube Structure in Chongqing and the Anti-Shear Design Method for Joints;
重庆地区筒体结构中小跨高比连梁性能分析与试验研究
14.
Experimental Study on Short-span Coupling Beams with Bidiagonally Reinforced Bar and Design Advise;
采用交叉配筋方案的小跨高比剪力墙连梁的试验研究及设计方法
15.
Experimental Study on Small-Span-to-Depth-Ratio Coupling Beams with New Reinforce Scheme and Design Method;
新型配筋小跨高比洞口连梁的试验研究设计方法
16.
Experimental Research of Seismic Behavior of Coupling Beams with Efficacious Detailing of Shear Walls Resistance;
抗震剪力墙小跨高比洞口连梁有效配筋方式的试验研究
17.
Research on Effective Reinforcement Arrangement and Analytical Model of Coupling Beams with Small Aspect Ratio in Seismic Shear Walls;
抗震剪力墙小跨高比洞口连梁有效配筋方式及分析模型研究
18.
A High CMRR Constant-Transconductance Rail-to-Rail CMOS Op-Amp
一种高共模抑制比恒定跨导运算放大器