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- Experimental Study of the Shear Strength of Concrete Hollow Brick Masonry 混凝土空心砖砌体抗剪强度试验研究
- Numerical Imitation of Size Effect of the Shear Strength of Concrete on Meso-Level 混凝土抗剪强度尺寸效应的细观数值模拟
- Calculation of Shear Strength of Concrete Column Strengthened with Carbon Fiber Reinforced Plastic Sheet 碳纤维布加固混凝土柱的斜截面受剪承载力计算
- The effects of secondary torsion on shear strength of biaxial flexural reinforced concrete beams are analyzed. 探讨了次生扭矩对钢筋混凝土双向受弯梁抗剪承载力的影响。
- The horizontal shear strength of the exterior reinforced concrete beam-column joints is analyzed by the stress of the conterminal beam and column. 摘要针对钢筋混凝土框架结构，根据与框架外节点相连的梁、柱构件的受力状态，分析了外节点核心区所受水平剪力。
- The weakening of bond between longitudinal bars and concrete in the midspan does not show remarkable effect on the shear strength of beams. 梁跨中段纵筋与混凝土粘结力的削弱对受弯梁抗剪承载力的影响不显著。
- It is found that according to the increase of matrix strength and fiber content, the shear strength of SFRC (steel-fiber reinforced concrete) also increases. 试验结果表明：随着基体强度和钢纤维体积掺率的增加，钢纤维高强混凝土的抗剪强度逐步增高；
- Oh, J.K., and Shin, S.W., “Shear Strength of Reinforced High-Strength Concrete Deep Beams,” ACI Structural Journal, Vol. 98, No. 2, pp. 164-173 (2001). 蔡耀贤“高强度钢筋混凝土深梁之剪力强度”，国立台湾科技大学，营建工程系硕士论文，民国93年6月。
- This paper deals with research test on the influential factors of horizontal mortar joint shear strength of shale ceramisite concrete hollow small block masonry. 摘要本试验对页岩陶粒砼小型砌块砌体在水平荷载作用下的承载能力进行了研究，试验做了三个砂浆等级三类砌体共计18个试件。
- The nominal shear strength of the concrete will be reduced to a dependable shear strength by applying a strength reduction factor 0 of 0.85 (ACI Code, Section 9.3.2). 混凝土的有名无实的切变强度将被减少到可靠的切变强度被申请力量减少因素0 0.;85 (ACI 代码;部分9
- The results show that the shear strength of COF is higher than that of COG. 结果表明 :COF比 COG的剪切强度高 .
- The shear strength of the composite is improved above to 11 MPa from 5.5MPa. 改性后碳 /聚芳基乙炔复合材料的剪切强度由 5 5MPa提高到 11MPa以上
- The shear strength of COG and COF bonded with ACF is studied by impact test. 摘要采用冲击试验方法研究了各向异性导电胶膜(ACF)互连的玻璃和柔性基板上倒装芯片（COG和COF）的剪切结合强度。
- The machine rests on a bed of concrete. 机器安装在混凝土基座上。
- M.J.N. Priestley, F. Seible, R. Verma, and Yao Xiao (1994), “Seismic Shear Strength of Reinforced Concrete Columns,” ASCE Journal of Structural Engineering, Vol. 120, No. 8, August 1994, pp.2310-2329. 黄世建、方文宏、李宏仁，“钢筋混凝土低型剪力墙之之抗剪强度评估”，民国87年7月。
- The paper proposes more reasonable equations of ultimate shear strength of unbonded partially prestressed concrete flat beam-column joints by analyzing with the equations provided by other references. 在分析其它文献提出的极限抗剪强度计算公式的基础上，提出了更为合理的无粘结部分预应力扁梁柱节点极限抗剪强度计算公式。
- The statue rests on a bed of concrete. 这座雕像立在混凝土的基座上。
- The melting point and the shear strength of Bi-Pb-Sn-Cd fusible alloys were determined by DSC and tension tester. 利用差热分析仪和拉伸试验机;研究了易熔合金Bi-Pb-Sn-Cd的成分对合金熔点和剪切强度的影响.
- These buildings are made of concrete and steel. 这些房屋是用钢筋混凝土建成的。
- The results showed that the shear strength of epoxy bonded joint decreased after it was aged in acid media. 结果表明，环氧胶接接头在酸性介质中老化后，其剪切强度明显降低；
