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Baiping Dong
Baiping Dong
Lehigh University, LERA Consulting Structural Engineers
Verified email at lera.com
Title
Cited by
Cited by
Year
Large-scale real-time hybrid simulation for evaluation of advanced damping system performance
A Friedman, SJ Dyke, B Phillips, R Ahn, B Dong, Y Chae, N Castaneda, ...
Journal of Structural Engineering 141 (6), 04014150, 2014
832014
Comparative studies of semiactive control strategies for MR dampers: pure simulation and real-time hybrid tests
YJ Cha, J Zhang, AK Agrawal, B Dong, A Friedman, SJ Dyke, J Ricles
Journal of Structural Engineering 139 (7), 1237-1248, 2013
782013
Seismic response and performance of a steel MRF building with nonlinear viscous dampers under DBE and MCE
B Dong, R Sause, JM Ricles
Journal of Structural Engineering 142 (6), 04016023, 2016
622016
Accurate real‐time hybrid earthquake simulations on large‐scale MDOF steel structure with nonlinear viscous dampers
B Dong, R Sause, JM Ricles
Earthquake Engineering & Structural Dynamics 44 (12), 2035-2055, 2015
462015
Performance validations of semiactive controllers on large-scale moment-resisting frame equipped with 200-kN MR damper using real-time hybrid simulations
YJ Cha, AK Agrawal, A Friedman, B Phillips, R Ahn, B Dong, SJ Dyke, ...
Journal of Structural Engineering 140 (10), 04014066, 2014
422014
Seismic response and damage of reduced-strength steel MRF structures with nonlinear viscous dampers
B Dong, R Sause, JM Ricles
Journal of Structural Engineering 144 (12), 04018221, 2018
242018
Large-scale experimental, numerical, and design studies of steel MRF structures with nonlinear viscous dampers under seismic loading
B Dong
Lehigh University, 2016
152016
Seismic performance of steel MRF building with nonlinear viscous dampers
B Dong, JM Ricles, R Sause
Frontiers of Structural and Civil Engineering 10, 254-271, 2016
122016
Experimental investigation of pulse‐type ground motion effects on a steel building with nonlinear viscous dampers
B Dong, JM Ricles, BM Phillips
Earthquake Engineering & Structural Dynamics 50 (15), 4032-4050, 2021
102021
Simplified seismic design procedure for steel MRF structure with nonlinear viscous dampers
B Dong, JM Ricles
Journal of Constructional Steel Research 185, 106857, 2021
82021
Experimental behavior of transfer story connections for high‐rise SRC structures under seismic loading
W Wang, Y Chen, B Dong, RT Leon
Earthquake engineering & structural dynamics 40 (9), 961-975, 2011
72011
Modeling of nonlinear viscous damper response for analysis and design of earthquake-resistant building structures
B Dong, R Sause, JM Ricles
Bulletin of Earthquake Engineering 20 (3), 1841-1864, 2022
62022
Seismic performance evaluation of steel structures with nonlinear viscous dampers using real-time hybrid simulation
B Dong, JM Ricles, R Sause
PhD Dissertation, Department of Civil and Environmental Engineering, Lehigh …, 2014
52014
Seismic performance of steel MRF structures with nonlinear viscous dampers from real-time hybrid simulations
BP Dong, R Sause, JM Ricles
Key Engineering Materials 763, 967-974, 2018
42018
Comparative studies of semi-active control strategies for MR dampers: pure simulation and real-time hybrid testing comparison
YJ Cha, J Zhang, AK Agrawal, B Dong, SJ Dyke, J Ricles
Struct. Eng. ASCE (NEES special issue) at press, 2012
32012
Towards seismic performance quantification of viscous damped steel structure: Site-specific hazard analysis and response prediction
B Dong, JM Ricles
Engineering Structures 280, 115677, 2023
22023
Experimental investigation of concrete-filled double-skin stainless steel tubular beam-columns
F Zhou, Y Li, B Dong
Journal of Constructional Steel Research 196, 107406, 2022
22022
Axial load capacity and failure mechanism of flange and ring joints of process piping system
G Li, W Wang, X Duan, B Dong
Journal of Constructional Steel Research 178, 106492, 2021
22021
Postyielding behavior of single angles bent around the major principal axis
D Huang, W Zhang, Y Chen, B Dong
Journal of Structural Engineering 146 (12), 04020263, 2020
22020
Stability capacity calculation of circular steel tube beam-columns under biaxial bending
B Dong, Y Chen
Industrial Construction 40, 107-111, 2010
22010
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