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- Make an Approach to Economic Width of Reinforced Concrete Beam. 钢筋砼梁经济宽度探讨。
- Introduce the design and construction of reinforcing the reinforced concrete beam with SBC-300 carbon fiber cloth combining engineering examples. 结合工程实例介绍SBC-300型碳纤维布加固钢筋混凝土梁设计和施工。
- 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。
- Reinforcing Concrete Beam by Binding Steel Sheet 粘钢加固钢筋混凝土梁
- It shows that finite element analysis could replace experiments to study the crack width of reinforced concrete beams in a way. 说明有限元分析在某种程度上可以代替试验对钢筋混凝土梁裂缝宽度进行研究分析。
- Experimental study on the longitudinal cracks of 41 corroded reinforcement concrete beams in atmospheric environment is carried out. 摘要对大气环境中41根钢筋混凝土梁的锈蚀顺筋裂缝规律进行试验。
- Zhao Y X, Jin W L.Test study on bending strength of corroded reinforced concrete beams[J].Journal of Industrial Construction, 2001,31 (5): 9-11. [3]赵羽习;金伟良.;锈蚀钢筋混凝土梁抗弯强度的试验研究[J]
- Reinforced concrete slabs alone, or combined with reinforced concrete beams, as shown in Fig.6, and Combined reinforced concrete and hollow pot construction as in Fig.7. 单独使用钢筋混凝土楼板,或钢筋混凝土整体式梁板结构,如图6所示。钢筋混凝&%23177;与空心板组合结构,如图7所示。
- Experiments are conducted on novel composite structures with flexible reinforced concrete beams and columns and herringbone braces under low-period cyclic load. 摘要针对用于代替黏土砖住宅结构的钢筋混凝土柔性梁柱加入字支撑形成的新型复合结构，进行了低周反复荷载下的抗震试验研究。
- Based on the characteristics of T-section,the calculating model of the crack-resis-tant capacity of steel fiber reinforced concrete beams with T-section is established. 根据T形截面的特点,建立钢筋钢纤维混凝土T形截面梁的正截面抗裂计算模型,通过理论分析研究正截面抗裂的计算公式,并对计算公式中的钢纤维混凝土塑性影响系数进行了探讨。
- In this paper, reinforced concrete beams with different water/cement ratios and defects were used to study corrosion of the effect on the beam behavior. 摘要本研究针对不同的混凝土梁试体，探讨其腐蚀后之力学行为。
- Its merged application in reinforced concrete beam, has proved validity of this method and practical value. 其在钢筋混凝土梁归并中的应用,证明了该方法的有效性和实用价值。
- The analytical results can be used for the qualitative evaluation of the shear capability of the reinforced concrete beam after damnification. 便于在工程实际中应用，为损伤后的钢筋混凝土梁斜截面承载力的评估提供了依据。
- The span between two such diaphragm walls can easily be bridged with precast reinforced concrete beams or a cast in-site reinforced concrete slab to complete the main shell of the tunnel. 使用预制钢筋混凝土梁或者现浇钢筋混凝土板会很容易将两侧地下连续墙的跨度空间连接起来,从而完成隧道的主壳。
- Relatively comprehensive test study on the strength capacity of the reinforced concrete beam under bending moment, shear force and axial tensile force was carried out. 摘要对弯、剪、轴拉复合受力状态下钢筋混凝土梁的承载能力进行试验研究。
- Based on the analysis of these models,a new modified seismic damage model for reinforced concrete beam column considering the influence of damping energy-dissipation is presented. 在分析各种破坏模型优缺点的基础上,针对钢筋混凝土压弯构件提出了考虑了阻尼耗能影响时的地震破坏模型。
- Koutchoukali, N.E. and Adbeldjelil, B.(2001), “ Torsion of High-strength Reinforced Concrete Beams and Minimum Reinforcement Requirement ” , ACI Structure Journal, Vol. 98, No. 4, July-August. 方一匡、洪木通、彭盛昌(1990)，“高强度混凝土梁在低剪力钢筋量下之行为研究”，中国土木水利工程学刊，第二卷，第四期，第347-356页。
- Zibra, Y.H. and Baluch, M.H.(1995).''''Computational Model for Reinforced Concrete Beams Strengthened by Epoxy Bonded Steel Plates,'''' Finite Elements in Analysis and Design, Vol. 20, 253-271. 钟政信（1997），''''钢筋混凝土梁使用钢板补强之有限元素分析''''，硕士论文，国立台湾大学土木工程研究所，台北。
- So whether reinforced concrete beam with high-strength stirrup can meet the requirement for applicability and durability under service load is one of the engineering problems. 高强度箍筋混凝土结构在正常使用阶段能否满足适用性和耐久性的要求,一直是工程应用关注的问题之一。
- Ziraba, Y.N., and Baluch, M.H., "Computational Model for Reinforced Concrete Beams Strengthened by Epoxy Bonded Steel Plates", Finite Elements in Analysis and Design, Vol. 20, 1995, pp.253-271. 钟政信,"钢筋混凝土梁使用钢板补强之有限分析",指导教授-蔡益超,国立台湾大学土木工程学研究所硕士论文,民国八十六年六月。
