A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Behavior of hybrid FRP-concrete-steel double-skin tubular beams with ultra-high strength concrete and PBL shear connectors under bending
https://orcid.org/0000-0003-0893-6623
https://orcid.org/0000-0003-0521-588X
https://orcid.org/0000-0002-1282-992X
Behavior of hybrid FRP-concrete-steel double-skin tubular beams with ultra-high strength concrete and PBL shear connectors under bending
https://orcid.org/0000-0003-0893-6623
https://orcid.org/0000-0003-0521-588X
https://orcid.org/0000-0002-1282-992X
Behavior of hybrid FRP-concrete-steel double-skin tubular beams with ultra-high strength concrete and PBL shear connectors under bending
https://orcid.org/0000-0003-0893-6623
https://orcid.org/0000-0003-0521-588X
https://orcid.org/0000-0002-1282-992X
Behavior of hybrid FRP-concrete-steel double-skin tubular beams with ultra-high strength concrete and PBL shear connectors under bending
Engineering Structures
Liao, JinJing (author) / Zeng, Jun-Jie (author) / Xiang, He-Yi (author) / Dai, Hai-Shuan (author) / Zeng, Wen-Qing (author) / Zhou, Jie-Kai (author) / Zhang, Lihai (author)
Engineering Structures ; 295 ; 116865
2023-11-01
Article (Journal)
Electronic Resource
English
Behavior of Large-Scale Hybrid FRP–Concrete–Steel Double-Skin Tubular Beams with Shear Connectors
| Online Contents | 2016
Behavior of Large-Scale Hybrid FRP–Concrete–Steel Double-Skin Tubular Beams with Shear Connectors
| Online Contents | 2016