[go: up one dir, main page]

Follow
Xu Chen
Title
Cited by
Cited by
Year
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
1362022
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
1312020
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
1242022
Seismic resilient design of rocking tall bridge piers using inerter-based systems
X Chen, D De Domenico
Engineering Structures 281, 115819, 2023
1132023
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
1012022
Seismic performance of tall pier bridges retrofitted with lead rubber bearings and rocking foundation
X Chen, C Li
Engineering structures 212, 110529, 2020
892020
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
862018
System fragility assessment of tall-pier bridges subjected to near-fault ground motions
X Chen
Journal of Bridge Engineering 25 (3), 04019143, 2020
832020
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
732020
Seismic performance of pre-fabricated segmental bridge piers with grouted splice sleeve connections
R Wang, B Ma, X Chen
Engineering Structures 229, 111668, 2021
672021
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
642020
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
592023
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
572021
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
562024
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
472020
Fast seismic response estimation of tall pier bridges based on deep learning techniques
C Li, H Li, X Chen
Engineering Structures 266, 114566, 2022
462022
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
452022
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
412018
Seismic performance of a novel hemisphere-based rocking hinge realizing self-centering damage-free bridge system
X Zhong, Y Shen, X Chen, J Li, Y Wang
Engineering Structures 298, 117032, 2024
382024
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
292018
The system can't perform the operation now. Try again later.
Articles 1–20