Kailai Deng
Kailai Deng
Southwest Jiaotong University
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TitleCited byYear
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
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
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
Development of crawler steel damper for bridges
K Deng, P Pan, C Wang
Journal of Constructional Steel Research 85, 140-150, 2013
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
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
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
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
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
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
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
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
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
Force–displacement mixed control for collapse tests of multistory buildings using quasi‐static loading systems
P Pan, G Zhao, X Lu, K Deng
Earthquake engineering & structural dynamics 43 (2), 287-300, 2014
潘鹏, 邓开来, 石苑苑, 苗启松, 李文峰, 王涛
工程抗震与加固改造 2, 2013
邓开来, 王涛
第六届全国防震减灾工程学术研讨会暨第二届海峡两岸地震工程青年学者研讨会, 213-217, 2013
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
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
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
Load sharing and slip distribution in multiple holes of a perfobond rib shear connector
Z Li, C Zhao, K Deng, W Wang
Journal of Structural Engineering 144 (9), 04018147, 2018
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