A

Agarwal, S., Sriram, V., Yan, S. ORCID: 0000-0001-8968-6616 and Murali, K. (2021). Improvements in MLPG formulation for 3D wave interaction with fixed structures. Computers and Fluids, 218(104826), doi: 10.1016/j.compfluid.2020.104826

E

Efthymiou, E. and Camara, A. ORCID: 0000-0002-1675-2640 (2021). Inelastic response of cable-stayed bridges subjected to non-uniform motions. Bulletin of Earthquake Engineering,

F

Fu, F. ORCID: 0000-0002-9176-8159 and Wang, L. (2021). Short-term flexural stiffness prediction of CFRP bars reinforced coral concrete beams. Materials, 14(2), 467.. doi: 10.3390/ma14020467

M

Medina, E. M. and Fu, F. ORCID: 0000-0002-9176-8159 (2021). A New Circular Economy Framework for construction projects. Proceedings of the Institution of Civil Engineers: Engineering Sustainability,

Q

Qian, K., Lan, X., Li, Z. and Fu, F. ORCID: 0000-0002-9176-8159 (2021). Behavior of Steel Moment Frames using Top-and-Seat Angle Connections under Various Column Removal Scenarios. Journal of Structural Engineering,

Qian, K., Liang, S., Fu, F. ORCID: 0000-0002-9176-8159 and Li, Y. (2021). Progressive Collapse Resistance of Emulative Precast Concrete Frames with Various Reinforcing Details. Journal of Structural Engineering,

W

Wang, Z. (2021). Optimal design of wind-excited tuned mass-damper-inerter (TMDI)-equipped tall buildings. (Unpublished Doctoral thesis, City, University of London)

Wang, Z. and Giaralis, A. ORCID: 0000-0002-2952-1171 (2021). Top-Story Softening for Enhanced Mitigation of Vortex Shedding-Induced Vibrations in Wind-Excited Tuned Mass Damper Inerter-Equipped Tall Buildings. Journal of Structural Engineering, 147(1), 04020283 .. doi: 10.1061/(asce)st.1943-541x.0002838

Y

Yang, Y., Fu, F. ORCID: 0000-0002-9176-8159 and Bie, X-M. (2021). Behaviour of rectangular RACFST slender columns under eccentric compression. Journal of Building Engineering, doi: 10.1016/j.jobe.2021.102236

Z

Zhang, Y., Wang, J., Gao, S., Wang, S. and Fu, F. ORCID: 0000-0002-9176-8159 (2021). Tensile resistance of bolted angle connections in the beam-column joint against progressive collapse. Engineering Structures,