摘要
纤维增强复合材料(FRP)是一种新型的加固材料,其优越的材料力学性能使其在土木工程领域中得到了越来越广泛的应用。通过对玻璃纤维复合材料加固带壁柱砌体墙的抗剪性能的试验和理论研究,提出FRP加固砌体墙的抗剪承载力理论和设计的计算公式。
Fiber Reinforced Polymer （FRP） is a new stylematerial for rehabilitation; it has been applied widely and widely in civil engineering for its excellent performance. This dissertation carried out an experiment research on the shear Capability of brick wails with pilaster reinforced by GFRP sheet. The shear capacity theory and the formula of the shear calculation for design of brick wall reinforced by FRP are given.
出处
《工业建筑》
CSCD
北大核心
2008年第5期75-78,共4页
Industrial Construction
基金
国家高技术研究发展计划(863)项目(2004AA336010)
