Development of a buckling restrained shear panel damper K Deng, P Pan, W Li, Y Xue Journal of Constructional Steel Research 106, 311-321, 2015 | 144 | 2015 |
Shape optimization design of steel shear panel dampers K Deng, P Pan, J Sun, J Liu, Y Xue Journal of Constructional Steel Research 99, 187-193, 2014 | 119 | 2014 |
Development of crawler steel damper for bridges K Deng, P Pan, C Wang Journal of Constructional Steel Research 85, 140-150, 2013 | 89 | 2013 |
Experimental investigation on the bearing mechanism of perfobond rib shear connectors C Zhao, Z Li, K Deng, W Wang Engineering Structures 159, 172-184, 2018 | 68 | 2018 |
Shape optimization of U-shaped damper for improving its bi-directional performance under cyclic loading K Deng, P Pan, Y Su, Y Xue Engineering Structures 93, 27-35, 2015 | 55 | 2015 |
Study of GFRP steel buckling restraint braces K Deng, P Pan, X Nie, X Xu, P Feng, L Ye Journal of Composites for Construction 19 (6), 04015009, 2015 | 53 | 2015 |
A simplified model for analysis of high‐rise buildings equipped with hysteresis damped outriggers K Deng, P Pan, A Lam, Y Xue The Structural Design of Tall and Special Buildings 23 (15), 1158-1170, 2014 | 53 | 2014 |
Seismic performance of a reinforced concrete frame equipped with a double‐stage yield buckling restrained brace peng pan, W Li, X Nie, K Deng, J Sun the structural design of tall and special buildings 25, 2016 | 50 | 2016 |
Full-scale test and simulation on flexural behavior of dovetail-shaped reactive powder–concrete wet joint in a composite deck system C Zhao, K Wang, Q Zhou, K Deng, B Cui Journal of Bridge Engineering 23 (8), 04018051, 2018 | 48 | 2018 |
Fully-scale test and analysis of fully dry-connected prefabricated steel-UHPC composite beam under hogging moments K Wang, C Zhao, B Wu, K Deng, B Cui Engineering Structures 197, 109380, 2019 | 47 | 2019 |
Development of fully prefabricated steel-UHPC composite deck system C Zhao, K Wang, R Xu, K Deng, B Cui Journal of Structural Engineering 145 (7), 04019051, 2019 | 46 | 2019 |
Numerical study on a fully-prefabricated damage-tolerant beam to column connection for an earthquake-resilient frame K Deng, T Wang, M Kurata, C Zhao, K Wang Engineering Structures 159, 320-331, 2018 | 42 | 2018 |
Test and simulation of full-scale self-centering beam-to-column connection K Deng, P Pan, A Lam, Z Pan, L Ye Earthquake engineering and engineering vibration 12 (4), 599-607, 2013 | 42 | 2013 |
Experimental study and finite element analysis of a buckling-restrained brace consisting of three steel tubes with slotted holes in the middle tube Z Dongbin, N Xin, P Peng, W Mengzi, D Kailai, C Yabin Journal of Constructional Steel Research 124, 1-11, 2016 | 38 | 2016 |
Experimental and analytical study of fully prefabricated damage-tolerant beam to column connection for earthquake-resilient frame K Deng, D Zheng, C Yang, T Xu Journal of Structural Engineering 145 (3), 04018264, 2019 | 33 | 2019 |
Development of an energy dissipation restrainer for bridges using a steel shear panel K Deng, P Pan, Y Su, T Ran, Y Xue Journal of Constructional Steel Research 101, 83-95, 2014 | 32 | 2014 |
Axial behavior of reinforced PP-ECC column and hybrid NSC-ECC column under compression F Li, Z Feng, K Deng, Y Yu, Z Hu, H Jin Engineering Structures 195, 223-230, 2019 | 31 | 2019 |
Collapse analysis of high-rise steel moment frames incorporating deterioration effects of column axial force–bending moment interaction Y Bai, Y Shi, K Deng Engineering Structures 127, 402-415, 2016 | 31 | 2016 |
Effective stress-strain relationship for grouted sleeve connection: modeling and experimental verification C Yang, L Zhang, Z Zhang, X Cao, I Khan, K Deng, T Xu Engineering Structures 210, 110300, 2020 | 29 | 2020 |
Experimental study on slotted RC wall with steel energy dissipation links for seismic protection of buildings K Deng, P Pan, H Wang, S Shen Engineering Structures 145, 1-11, 2017 | 28 | 2017 |