| Seismic vulnerability assessment of tall pier bridges under mainshock-aftershock-like earthquake sequences using vector-valued intensity measure X Chen, N Xiang, Z Guan, J Li Engineering Structures 253, 113732, 2022 | 110 | 2022 |
| Probabilistic seismic fragility and loss analysis of concrete bridge piers with superelastic shape memory alloy-steel coupled reinforcing bars N Xiang, X Chen, MS Alam Engineering Structures 207, 110229, 2020 | 107 | 2020 |
| Seismic resilient design with base isolation device using friction pendulum bearing and viscous damper X Chen, J Xiong Soil Dynamics and Earthquake Engineering 153, 107073, 2022 | 94 | 2022 |
| Lead-rubber-bearing with negative stiffness springs (LRB-NS) for base-isolation seismic design of resilient bridges: A theoretical feasibility study (Editors' Choice paper) X Chen, K Ikago, Z Guan, J Li, X Wang Engineering Structures 266, 114601, 2022 | 73 | 2022 |
| Shake table tests of tall-pier bridges to evaluate seismic performance X Chen, Z Guan, J Li, BF Spencer Jr Journal of Bridge Engineering 23 (9), 04018058, 2018 | 70 | 2018 |
| Seismic performance of tall pier bridges retrofitted with lead rubber bearings and rocking foundation X Chen, C Li Engineering structures 212, 110529, 2020 | 69 | 2020 |
| System fragility assessment of tall-pier bridges subjected to near-fault ground motions X Chen Journal of Bridge Engineering 25 (3), 04019143, 2020 | 65 | 2020 |
| Performance of multiple tuned mass dampers-inerters for structures under harmonic ground acceleration L Cao, C Li, X Chen Smart Structures and Systems, An International Journal 26 (1), 49-61, 2020 | 58 | 2020 |
| Fragility analysis of tall pier bridges subjected to near-fault pulse-like ground motions X Chen, J Li, Z Guan Structure and Infrastructure Engineering 16 (8), 1082-1095, 2020 | 57 | 2020 |
| Seismic resilient design of rocking tall bridge piers using inerter-based systems X Chen, D De Domenico, LI Chunxiang Engineering Structures 281, 115819, 2023 | 55 | 2023 |
| Seismic performance of pre-fabricated segmental bridge piers with grouted splice sleeve connections R Wang, B Ma, X Chen Engineering Structures 229, 111668, 2021 | 54 | 2021 |
| Seismic assessment of tall pier bridges with double-column bents retrofitted with buckling restrained braces subjected to near-fault motions X Chen, C Li Engineering Structures 226, 111390, 2021 | 42 | 2021 |
| Optimization of distribution patterns of link beams in a double‐column tall pier bent subjected to earthquake excitations X Chen, BF Spencer Jr, J Li, Z Guan, Y Pang Earthquake Engineering & Structural Dynamics 52 (3), 641-659, 2023 | 40 | 2023 |
| Influence of near-fault pulse-like motion characteristics on seismic performance of tall pier bridges with fragility analysis X Chen, N Xiang, J Li, Z Guan Journal of Earthquake Engineering 26 (4), 2001-2022, 2022 | 35 | 2022 |
| Seismic assessment of earthquake‐resilient tall pier bridges using rocking foundation retrofitted with various energy dissipation devices X Chen, C Li Structural Control and Health Monitoring 27 (11), e2625, 2020 | 35 | 2020 |
| Experimental investigation of the seismic performance of bridge models with conventional and rocking pile group foundations Z Guan, X Chen, J Li Engineering Structures 168, 889-902, 2018 | 35 | 2018 |
| Fast seismic response estimation of tall pier bridges based on deep learning techniques C Li, H Li, X Chen Engineering Structures 266, 114566, 2022 | 25 | 2022 |
| A simplified procedure for estimating nonlinear seismic demand of tall piers X Chen, Z Guan, BF Spencer Jr, J Li Engineering Structures 174, 778-791, 2018 | 25 | 2018 |
| Seismic performance assessment and design procedure of base-isolated bridges with lead-rubber-bearing and negative stiffness springs (LRB-NS) X Chen, S Wu, J Li, Z Guan, N Xiang Engineering Structures 306, 117871, 2024 | 21 | 2024 |
| A framework for fast estimation of structural seismic responses using ensemble machine learning model C Li, H Li, X Chen Smart Struct. Syst 28 (3), 425-441, 2021 | 17 | 2021 |
Nailiang XiangProfessor, Civil Engineering, Hefei University of Technology, Chinahfut.edu.cn üzerinde doğrulanmış e-posta adresine sahip