Experimental study of predamaged columns strengthened by HPFL and BSP under combined load cases
H Huang, M Huang, W Zhang… - Structure and infrastructure …, 2021 - Taylor & Francis
After the ground motion, a large number of columns remain intact and can be retrofitted and
reused. In this paper, to explore the effects of the loading scenario, predamage level and …
reused. In this paper, to explore the effects of the loading scenario, predamage level and …
Experimental investigation on rehabilitation of corroded RC columns with BSP and HPFL under combined loadings
H Huang, M Huang, W Zhang, S Pospisil… - Journal of Structural …, 2020 - ascelibrary.org
This research focuses on evaluating the seismic properties of corrosion-damaged RC
columns strengthened by bonded steel plate (BSP) and high-performance ferrocement …
columns strengthened by bonded steel plate (BSP) and high-performance ferrocement …
[HTML][HTML] Chord axial compressive behavior of hybrid FRP-concrete-steel double-skin tubular member T-joints
Hybrid fiber reinforced polymer (FRP)-concrete-steel double-skin tubular members (DSTMs)
are a promising form of structural members with superior mechanical performance and …
are a promising form of structural members with superior mechanical performance and …
Experimental investigation on compressive behavior of corroded thin-walled CHS T-joints with grout-filled GFRP tube repairing
Effect of welding residual stress on the performance of CFST tubular joints
D **, C Hou, L Shen - Journal of Constructional Steel Research, 2021 - Elsevier
The residual stress and the dimensional distortion due to rapid temperature variation during
the welding process are often crucial for the life-cycle behavior of structures, especially for …
the welding process are often crucial for the life-cycle behavior of structures, especially for …
Experimental study on seismic performance of square RC columns subjected to combined loadings
H Huang, R Hao, W Zhang, M Huang - Engineering Structures, 2019 - Elsevier
This study presents an experimental investigation on the behavior of square reinforced
concrete (RC) columns subjected to combined cyclic bending–shear–torsion loadings. Four …
concrete (RC) columns subjected to combined cyclic bending–shear–torsion loadings. Four …
Experimental study on joint resistance and failure modes of concrete filled steel tubular (CFST) truss girders
W Huang, L Fenu, B Chen, B Briseghella - Journal of Constructional Steel …, 2018 - Elsevier
Abstract Concrete Filled Steel Tubular (CFST) structures are increasingly used not only for
columns in tall buildings but also in the arch trusses of many arch bridges and in the truss …
columns in tall buildings but also in the arch trusses of many arch bridges and in the truss …