摘要
通过对已破坏墙体经碳纤维布加固后在低周反复荷载作用下的试验研究 ,分析了用碳纤维布加固破坏后墙体的效果及抗震性能 ,对墙体的破坏形态、承载力、变形、滞回特性和耗能性能进行了定性分析。
Based on the experiment on damaged masonry walls strengthened by CFRP under lower cycle reversal loads,the aseismatic behavior and strengthening effect of the walls are analyzed.The individual walls′ destructive mode,load bearing capacity,deformation,hysteresis characteristics and energy consumption are also qualitatively analyzed in the paper.
出处
《工业建筑》
CSCD
北大核心
2003年第9期11-13,共3页
Industrial Construction
