1.
Study on Effect of Longitudinal Reinforcement Ratio on Shear Behavior of Restrained Beams Without Web Reinforcement When Shear-Span Ratio is 2.5;
不同纵筋率对剪跨比为2.5的无腹 筋约束梁受剪性能影响的研究
2.
Experiment Research and Finite Element Analysis of Simply Supported Beams Without Web Reinforcement When Shear-Span Ratio is 1.5;
剪跨比为1.5的无腹筋简支梁受剪性能试验研究及有限元分析
3.
Study of Effect of Longitudinal Reinforcement Ratio on Shear Behavior of Restrained Beams Without Web Reinforcement When Shear-Span Ratio is 1.5;
不同纵筋率对剪跨比为1.5的无腹筋约束梁受剪性能影响的研究
4.
Effect of Longitudinal Reinforcement Ratio on Shear Behavior of Simply Supported Beams with Web Reinforcement When Shear-Span Ratio is 1.5;
纵筋率对剪跨比为1.5的有腹筋简支梁受剪性能的影响
5.
Effect of Longitudinal Reinforcement Ratio on Shear Behavior of Restrained Beams with Web Reinforcement When Shear-Span Ratio is 1.5;
不同纵筋率对剪跨比为1.5的有腹筋约束梁受剪性能的影响
6.
Studies on Integrate Axial Compression Ratio and Shear Span to Depth Ratio for Aseismic Design of Columns of Frame Structures;
框架柱抗震设计时综合考虑轴压比与剪跨比的初步研究
7.
Effect of Longitudinal Reinforcement Distribution on Shear Behavior of Deep Flexural RC Beam when Shear-Span Ratio is 1.5;
纵筋布置形式对剪跨比为1.5的钢筋混凝土深受弯梁受剪性能的影响
8.
Study on Effect of Stirrup Ratio on Steel Reinforced High-strength Concrete When Shear-Span Ratio is 5;
配箍率对剪跨比为5的型钢高强混凝土柱受力性能影响的试验研究
9.
The Comparative Study on Seismic Performance between Staggered Shear Wall and Coupled Shear Walls;
隔层错跨剪力墙与并联剪力墙抗震性能的比较研究
10.
Experimental Study on Seismic Behavior of Short-span Coupling Beams of Shear Walls;
小跨高比剪力墙洞口连梁抗震性能试验研究
11.
Design and Implementation of Fast Cross-species Spliced Alignment Algorithm on Genome-Scale;
跨物种全基因组剪接比对快速算法设计与实现
12.
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
13.
Investigation of Shear Lag Effect of Continuous Steel Box Girder Bridge with Great Width-to-Span Ratio
大宽跨比连续钢箱梁桥的剪力滞效应研究
14.
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
15.
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
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.
Experimental Study on Seismic Behavior of Small Span-to-Depth Ratio Coupling Beams with Special Detailing
配置特定钢筋的剪力墙小跨高比洞口连梁抗震性能的试验研究