摘要
以一砌体试件试验,并结合工程实例,论证了芳纶纤维加固后的砖砌体抗震耗能能力明显增强,延性显著提高,抗震性能得到有效改善,该方法适合对砌体结构进行抗震加固。
Based on the analysis of masonry test pieces and strengthened cases, it can be concluded that the earthquake resistance and ductility can be enhanced considerably and the seismic performance is improved if masonry structure is strenthened using kevlar fiber. The method is suitable for strengthening with kevlar fiber.
出处
《福建工程学院学报》
CAS
2004年第2期207-210,共4页
Journal of Fujian University of Technology
基金
厦门市第一批科技创新资金计划项目(3502Z20021028)
关键词
芳纶纤维
抗震性能
加固实例
kevlar fiber
seismic performance
strengthened cases
