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Evaluation of post-seismic running limits of high-speed railways based on track surface seismic-induced irregularity
Journal article
Shaohui, Liu, Lizhong, Jiang, Wangbao, Zhou, Wangji, Yan, Jian, Yu, Jun, Xiao. Evaluation of post-seismic running limits of high-speed railways based on track surface seismic-induced irregularity[J]. Engineering Structures, 2025, 326, 119546.
Authors:
Shaohui, Liu
;
Lizhong, Jiang
;
Wangbao, Zhou
;
Wangji, Yan
;
Jian, Yu
; et al.
Favorite
|
TC[WOS]:
0
TC[Scopus]:
0
IF:
5.6
/
5.8
|
Submit date:2025/01/22
High-speed Railways
Seismic-induced Track Irregularity
Running Safety
Sensitive Wavelength
A novel seismic-resistant design for track structures in the bridge-embankment transition zone of multi-span high-speed railways simply supported bridges
Journal article
Jiang, Lizhong, Zhong, Bufan, Zhang, Yuntai, Zhou, Wangbao, Lai, Zhipeng. A novel seismic-resistant design for track structures in the bridge-embankment transition zone of multi-span high-speed railways simply supported bridges[J]. Engineering Structures, 2025, 324, 119349.
Authors:
Jiang, Lizhong
;
Zhong, Bufan
;
Zhang, Yuntai
;
Zhou, Wangbao
;
Lai, Zhipeng
Favorite
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TC[WOS]:
0
TC[Scopus]:
0
IF:
5.6
/
5.8
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Submit date:2025/01/22
High Speed Railway Bridge
Seismic Safety Of Track Structures
Seismic-resistant Design
Subgrade-track Constraint
Numerical modeling and design of cold-formed stainless steel elliptical hollow section beam-column members
Journal article
Yao, Ye, Quach, Wai Meng, Young, Ben. Numerical modeling and design of cold-formed stainless steel elliptical hollow section beam-column members[J]. Engineering Structures, 2025, 323, 119244.
Authors:
Yao, Ye
;
Quach, Wai Meng
;
Young, Ben
Favorite
|
TC[WOS]:
0
TC[Scopus]:
0
IF:
5.6
/
5.8
|
Submit date:2025/01/22
Cold-forming
Finite Element
Combined Axial Load Plus biAxial Bending
Stainless Steel Ehs
Beam-column Member
Structural Design
Real-time Bayesian axle load estimation and structural identification of railway bridges under train loads based on strain monitoring
Journal article
Guo, Hou Zuo, Yuen, Ka Veng, Mu, He Qing. Real-time Bayesian axle load estimation and structural identification of railway bridges under train loads based on strain monitoring[J]. Engineering Structures, 2025, 322(B), 119195.
Authors:
Guo, Hou Zuo
;
Yuen, Ka Veng
;
Mu, He Qing
Favorite
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TC[WOS]:
0
TC[Scopus]:
0
IF:
5.6
/
5.8
|
Submit date:2025/01/22
Bayesian Estimation
Railway Bridge Weigh-in-motion
Extended Kalman Filter
Structural Identification
A novel Bayesian framework for time-domain operational multi-setup modal analysis: Theory and parallelization
Journal article
Yin, Tao, Yuen, Ka Veng, Zhu, Hong Ping. A novel Bayesian framework for time-domain operational multi-setup modal analysis: Theory and parallelization[J]. Engineering Structures, 2025, 322(B), 119167.
Authors:
Yin, Tao
;
Yuen, Ka Veng
;
Zhu, Hong Ping
Favorite
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TC[WOS]:
0
TC[Scopus]:
0
IF:
5.6
/
5.8
|
Submit date:2025/01/22
Operational Modal Analysis
Time Domain
Multiple Measurement Setup
Setup Parallelism
Bayesian Inference
PC-Kriging-powered parallelizing Bayesian updating for stochastic vehicle-track dynamical system with contact force measurements and Gaussian process discrepancy model
Journal article
Yan, Wang Ji, Zhan, Jiang Zheng, Yuen, Ka Veng, Ren, Wei Xin, Papadimitriou, Costas. PC-Kriging-powered parallelizing Bayesian updating for stochastic vehicle-track dynamical system with contact force measurements and Gaussian process discrepancy model[J]. Engineering Structures, 2024, 318, 118578.
Authors:
Yan, Wang Ji
;
Zhan, Jiang Zheng
;
Yuen, Ka Veng
;
Ren, Wei Xin
;
Papadimitriou, Costas
Favorite
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TC[WOS]:
2
TC[Scopus]:
2
IF:
5.6
/
5.8
|
Submit date:2024/08/30
Bayesian Inference
High-speed Railway
Metamodel
Model Updating
Vehicle-track Coupling Dynamical System
Bayesian time domain approach for damping identification and uncertainty quantification in stay cables using free vibration response
Journal article
Feng, Zhouquan, Zhang, Jiren, Xuan, Xinyan, Wang, Yafei, Hua, Xugang, Chen, Zhengqing, Yan, Wangji. Bayesian time domain approach for damping identification and uncertainty quantification in stay cables using free vibration response[J]. Engineering Structures, 2024, 315, 118477.
Authors:
Feng, Zhouquan
;
Zhang, Jiren
;
Xuan, Xinyan
;
Wang, Yafei
;
Hua, Xugang
; et al.
Favorite
|
TC[WOS]:
1
TC[Scopus]:
1
IF:
5.6
/
5.8
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Submit date:2024/08/05
Bayesian Inference
Damping Ratios
Free Vibration
Modal Identification
Stay Cables
Time Domain
Uncertainty Quantification
Behavior of 3D-printed HPC plates with FRP grid reinforcement under bending
Journal article
Jun-Jie Zeng, Pei-Lin Li, Zi-Tong Yan, Jie-Kai Zhou, Wai-Meng Quach, Yan Zhuge. Behavior of 3D-printed HPC plates with FRP grid reinforcement under bending[J]. ENGINEERING STRUCTURES, 2023, 294, 116578.
Authors:
Jun-Jie Zeng
;
Pei-Lin Li
;
Zi-Tong Yan
;
Jie-Kai Zhou
;
Wai-Meng Quach
; et al.
Favorite
|
TC[WOS]:
10
TC[Scopus]:
13
IF:
5.6
/
5.8
|
Submit date:2023/08/25
Fiber-reinforced Polymer (Frp)
3d Concrete Printing
Frp Grid
Flexural Behavior
High-performance Concrete (Hpc)
Global instability of cold-formed steel elliptical hollow section members under combined compression and biaxial bending
Journal article
Ye Yao, Wai Meng Quach, Ben Young. Global instability of cold-formed steel elliptical hollow section members under combined compression and biaxial bending[J]. Engineering Structures, 2023, 291, 116415.
Authors:
Ye Yao
;
Wai Meng Quach
;
Ben Young
Favorite
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TC[WOS]:
1
TC[Scopus]:
2
IF:
5.6
/
5.8
|
Submit date:2023/08/03
Beam-columns
Cold-forming
Combined Compression And Biaxial Bending
Elliptical Hollow Section
Global Instability
Numerical Modeling
Reinforcing strategies of CFRP plate for coped steel beams against local buckling
Journal article
Lam, Chi Chiu, Zhang, Yufei, Gu, Jiaming, Cai, Jingming. Reinforcing strategies of CFRP plate for coped steel beams against local buckling[J]. Engineering Structures, 2023, 275, 115227.
Authors:
Lam, Chi Chiu
;
Zhang, Yufei
;
Gu, Jiaming
;
Cai, Jingming
Favorite
|
TC[WOS]:
7
TC[Scopus]:
8
IF:
5.6
/
5.8
|
Submit date:2023/02/08
Cfrp Plate
Coped Beam
Finite Element Model
Local Buckling
Reinforcing Strategies