Follow
Danyang Ma
Danyang Ma
Verified email at buaa.edu.cn - Homepage
Title
Cited by
Cited by
Year
Seismic performance of the concrete-encased CFST column to RC beam joint: Experiment
DY Ma, LH Han, XL Zhao
Journal of Constructional Steel Research 154, 134-148, 2019
612019
Behaviour of hexagonal concrete-encased CFST columns subjected to cyclic bending
DY Ma, LH Han, X Ji, WB Yang
Journal of Constructional Steel Research 144, 283-294, 2018
322018
Behaviour of concrete-encased CFST stub columns subjected to long-term sustained loading
DY Ma, LH Han, W Li, C Hou, TM Mu
Journal of Constructional Steel Research 151, 58-69, 2018
292018
Seismic performance of concrete-encased CFST piers: analysis
DY Ma, LH Han, W Li, XL Zhao
Journal of Bridge Engineering 23 (1), 04017119, 2018
272018
Concrete-encased CFST structures: behaviour and application
LH Han, DY Ma, K Zhou
Proceedings of the 12th International Conference on Advances in Steel …, 2018
152018
Performance of concrete-encased CFST column-to-beam 3-D joints under seismic loading: Analysis
W Li, DY Ma, LF Xu, WW Qian
Engineering Structures 252, 113661, 2022
82022
Performance of concrete-filled bimetallic tube short columns under eccentric compression: Experimental investigation
SJ Zhang, ZX Guo, DY Ma, Y Ye
Journal of Constructional Steel Research 181, 106626, 2021
72021
Seismic performance of the concrete-encased CFST column to RC beam joints: Analytical study
DY Ma1a, LH Han, XL Zhao, WB Yang
Steel and Composite Structures 36 (5), 533-551, 2020
72020
Seismic performance of concrete-encased CFST column to RC beam joints: A practical model
DY Ma
Journal of Building Engineering 78, 107567, 2023
22023
Experimental and numerical study on the impact performance of concrete-filled high-strength steel tube (CFHSST)
CC Hou, DH Wu, DY Ma
Thin-Walled Structures 195, 111450, 2024
12024
Behaviour of hexagonal concrete-encased CFST columns under cyclic bending
DY Ma, LH Han, XD Ji, XL Zhao
Tubular Structures XVI, 341-348, 2017
2017
The system can't perform the operation now. Try again later.
Articles 1–11