机译:Multi-impact performance of prestressed CFRP-strengthened RC beams using H-typed end anchors
Shenzhen Univ||Shenzhen Univ||Ningbo Univ;
Shenzhen Univ||Shenzhen Univ;
Shenzhen UnivUniv Lancaster;
CFRP; Impact performance; Post -impact; Prestressed structures; FRP -Concrete;