1.
Comparison of shearing capacity calculation of flexural component based upon architectural project norm and highway norm
基于建工和公路规范受弯构件抗剪计算的比较
2.
SEISMIC RESISTANT CAPACITY OF NEW LIGHT QUALITY CONCRETE BEARING MASONRY
轻质混凝土承重砌体抗震抗剪承载力的计算
3.
The Frame-shearing Wall Structure Earthquake Resistance Design Calculation and Simplifies the Analysis;
框架—剪力墙结构的抗震设计计算及其简化分析
4.
Numerical Analysis and Simplified Calculation on Shearing Performance of Box-girder Bridges;
箱形桥梁抗剪性能数值分析及简化计算
5.
Calculation of shear capacity of high strength reinforced concrete beams bonded with CFRP
CFRP加固高强钢筋混凝土梁抗剪承载力计算
6.
PROBING INTO COMPUTATIONAL METHOD ON SHEAR-CARRYING CAPACITY OF STEEL COLUMN BASE
露出型钢柱脚抗剪承载力计算方法探讨
7.
Simplified Calculation of Shear Area for Brick Masonry Wall with Pilaster Reinforced with GFRP
GFRP加固带壁柱砖墙抗剪面积的简化计算
8.
Experimental research and calculation study of metal skin shear connection
金属蒙皮抗剪连接试验研究及计算探讨
9.
Calculating Theory and Design Method Study on Shear Bearing Capacity of SRHSHPC Beams;
型钢高强高性能混凝土梁抗剪承载力的计算理论及设计方法研究
10.
Structure Design for Shear Cam of Twin-block Unballasted Track on Passenger Dedicated Railway Bridge
客运专线桥上双块式无砟轨道抗剪凸台设计计算研究
11.
Research on the Formula of Aseismatic Shear Strength in Aerated Concrete Block Wall
加气混凝土砌块墙抗震剪切强度计算公式的研究
12.
Research on Simplified Method of Calculation for Shear Resistance of Cold-formed Steel Stud Composed Wall;
冷弯型钢立柱组合墙体抗剪承载力简化计算方法研究
13.
Water and Earth Pressures Acting on Retaining Structure and How to Choose the Shear Strength Parameters;
基坑支护中水土压力的计算及抗剪强度指标的选取
14.
The Research on Bearing Capacity of Connecting Piece of Steel and Concrete Composite Continuous Beams
钢-混凝土组合连续梁抗剪连接件承载力计算研究
15.
Calculation of Force and Energy for Crank Flying Shear
130X130曲柄飞剪剪切力能参数计算
16.
Study on Parameters A_1 and A_2 in Anti-uplift Shearing Method in"Technical Regulations on Overhead Line Foundation Design"
《架空送电线路基础设计技术规定》中基础抗拔剪切法计算参数A_1和A_2的研究
17.
Research on Computer Aided Optimal Layout Algorithm for Guillotine Shear
计算机辅助剪床优化排料算法的研究
18.
A direct calculation method of the critical shear stresses was established according to experiment datum on simulated rainfall.
提出了采用人工模拟降雨试验数据直接计算临界抗剪切应力的方法。