Segui
Zhengyi Kong
Titolo
Citata da
Citata da
Anno
Hybridization of metaheuristic algorithms with adaptive neuro-fuzzy inference system to predict load-slip behavior of angle shear connectors at elevated temperatures
M Shariati, SM Davoodnabi, A Toghroli, Z Kong, A Shariati
Composite Structures 278, 114524, 2021
1102021
Experimental study on PVC-CFRP confined concrete columns under low cyclic loading
F Yu, G Xu, D Niu, A Cheng, P Wu, Z Kong
Construction and Building Materials 177, 287-302, 2018
542018
Moment-rotation behavior of top-and seat-angle connections with double web angles
Z Kong, SE Kim
Journal of Constructional Steel Research 128, 428-439, 2017
392017
Numerical estimation for initial stiffness and ultimate moment of T-stub connections
Z Kong, SE Kim
Journal of Constructional Steel Research 141, 118-131, 2018
372018
Comparison of machine learning algorithms for regression and classification of ultimate load-carrying capacity of steel frames
SE Kim, QV Vu, G Papazafeiropoulos, Z Kong, VH Truong
Steel and Composite Structures, An International Journal 37 (2), 193-209, 2020
362020
Strain analysis of PVC-CFRP confined concrete column with ring beam joint under axial compression
F Yu, N Zhang, D Niu, Z Kong, D Zhu, S Wang, Y Fang
Composite Structures 224, 111012, 2019
342019
A model for ultimate bearing capacity of PVC-CFRP confined concrete column with reinforced concrete beam joint under axial compression
F Yu, D Li, D Niu, D Zhu, Z Kong, N Zhang, Y Fang
Construction and Building Materials 214, 668-676, 2019
332019
Experimental study on local buckling of 800 MPa HSS welded I-section columns under axial compression
X Cao, G Zhao, Z Kong, H Shen, C Cheng, Z Chen, SE Kim
Thin-Walled Structures 155, 106878, 2020
222020
Residual stress of 800 MPa high strength steel welded T section: Experimental study
X Cao, Y Xu, Z Kong, H Shen, W Zhong
Journal of Constructional Steel Research 131, 30-37, 2017
222017
A channel attention based deep neural network for automatic metallic corrosion detection
S Zhang, X Deng, Y Lu, S Hong, Z Kong, Y Peng, Y Luo
Journal of Building Engineering 42, 103046, 2021
212021
Experimental study on the residual stresses of 800 MPa high strength steel welded box sections
X Cao, Y Xu, M Wang, G Zhao, L Gu, Z Kong
Journal of Constructional Steel Research 148, 720-727, 2018
202018
Moment-rotation model of single-web angle connections
Z Kong, SE Kim
International Journal of Mechanical Sciences 126, 24-34, 2017
192017
Experimental and theoretical study on mechanical properties of mild steel after corrosion
Z Kong, Y Jin, GMS Hossen, S Hong, Y Wang, QV Vu, VH Truong, Q Tao, ...
Ocean Engineering 246, 110652, 2022
182022
Local buckling of 800 MPa high strength steel welded T-section columns under axial compression
X Cao, L Gu, Z Kong, G Zhao, M Wang, SE Kim, D Jia, C Ma
Engineering Structures 194, 196-206, 2019
182019
Predicting the patch load resistance of stiffened plate girders using machine learning algorithms
VH Truong, G Papazafeiropoulos, QV Vu, VT Pham, Z Kong
Ocean Engineering 240, 109886, 2021
172021
Local–overall interactive buckling behaviour of 800 MPa high-strength steel welded H-section members under axial compression
X Cao, R Zhong, Y Xu, C Cheng, S Liu, Z Chen, SE Kim, Z Kong
Thin-Walled Structures 164, 107793, 2021
162021
Finite element simulation of normal–Strength CFDST members with shear connectors under bending loading
SE Kim, G Papazafeiropoulos, VH Truong, PC Nguyen, Z Kong, ...
Engineering Structures 238, 112011, 2021
162021
Numerical estimation of the initial stiffness and ultimate moment capacity of single-web angle connections
Z Kong, SE Kim
Journal of Constructional Steel Research 121, 282-290, 2016
152016
Numerical estimation for initial stiffness and ultimate moment of top-seat angle connections without web angle
Z Kong, SE Kim
Journal of Structural Engineering 143 (10), 04017138, 2017
142017
New equations for predicting initial stiffness and ultimate moment of flush end-plate connections
Z Kong, S Hong, QV Vu, X Cao, SE Kim, B Yu
Journal of Constructional Steel Research 175, 106336, 2020
132020
Il sistema al momento non può eseguire l'operazione. Riprova più tardi.
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