碳纤维布加固剪力墙的正截面承载力计算

Calculation of Cross Section Capacity of Reinforced Concrete Shear Wall Strengthened with Carbon Fiber Sheet

基于碳纤维布加固带暗柱剪力墙的实际工程需要,研究碳纤维布竖向双面粘贴加固剪力墙的正截面承载力计算模型,借鉴相关规范中有关剪力墙的设计方法及碳纤维布的受力特点,提出了碳纤维布加固剪力墙正截面承载力计算公式,以便于碳纤维布加固剪力墙理论的进一步研究和实际工程设计参考.

Based on the requirement of reinforced concrete shear wall with embedded column strengthened by carbon fiber sheet in actual engineering, the calculation model for cross sectional capacity of reinforced concrete shear wall strengthened with carbon-fiber composite at both sides was established. In according with the design method in relative code and the load characteristic of carbon fiber sheet, the computing formula of cross section capacity of carbon fiber reinforced concrete shear wall was presented, in order to the further theoretical research and engineering design for carbon fiber reinforced concrete shear wall.