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Scopus Author ID: 57223198771
Scopus Author ID: 57219869190

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Employment (1)

Southwest Jiaotong University: Chengdu, CN

2023-02 to present | Dr. (State Key Laboratory of Rail Transit Vehicle System)
Employment
Source: Self-asserted source
Yun Yang

Works (10)

Dynamic features and wind-resistant strategy of suspended monorail vehicle-track beam systems subjected to turbulent wind

Applied Mathematical Modelling
2025 | Journal article
DOI: 10.1016/j.apm.2024.115696
EID:

2-s2.0-85204081942

Part of ISSN: 0307904X
Contributors: Yang, Y.; He, Q.; Li, S.; Bao, Y.; Zhu, S.; Zhai, W.
Source: Self-asserted source
Yun Yang via Scopus - Elsevier
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A novel modelling method for heavy-haul train-track-long-span bridge interaction considering an improved track-bridge relationship

Mechanical Systems and Signal Processing
2024 | Journal article
DOI: 10.1016/j.ymssp.2024.111691
EID:

2-s2.0-85197315916

Part of ISSN: 10961216 08883270
Contributors: He, Q.; Li, S.; Yang, Y.; Zhu, S.; Wang, K.; Zhai, W.
Source: Self-asserted source
Yun Yang via Scopus - Elsevier

An efficient modeling methodology of monorail train and large-scale bridge interaction based on moving element technology

Computers and Structures
2024 | Journal article
DOI: 10.1016/j.compstruc.2024.107417
EID:

2-s2.0-85194146952

Part of ISSN: 00457949
Contributors: He, Q.; Yang, Y.; Cai, C.; Zhu, S.; Zhai, W.
Source: Self-asserted source
Yun Yang via Scopus - Elsevier
grade
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Experimental investigation of dynamic features and propagation law of ground vibrations induced by a suspended monorail train

Soil Dynamics and Earthquake Engineering
2024-08 | Journal article
DOI: 10.1016/j.soildyn.2024.108789
Contributors: Qinglie He; Yun Yang; Jianjin Yang; Shengyang Zhu; Wanming Zhai
Source: check_circle
Crossref
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A novel 3D train–bridge interaction model for monorail system considering nonlinear wheel-track slipping behavior

Nonlinear Dynamics
2024-03 | Journal article
DOI: 10.1007/s11071-023-09240-w
Part of ISSN: 0924-090X
Part of ISSN: 1573-269X
Contributors: Yun Yang; Qinglie He; Chengbiao Cai; Shengyang Zhu; Wanming Zhai
Source: Self-asserted source
Yun Yang
grade
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Multi-objective optimization of the dynamic performance of a suspended monorail vehicle based on an effective surrogate model

Engineering Optimization
2024-01-04 | Journal article
DOI: 10.1080/0305215x.2023.2290517
Part of ISSN: 0305-215X
Part of ISSN: 1029-0273
Contributors: Yun Yang; Qinglie He; Chengbiao Cai; Ruoyu Li; Shengyang Zhu
Source: Self-asserted source
Yun Yang
grade
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Dynamics analysis of train-track-bridge coupled system considering spatial flexibility of high piers and system longitudinal vibrations

Vehicle System Dynamics
2023-10-03 | Journal article
DOI: 10.1080/00423114.2022.2124178
Part of ISSN: 0042-3114
Part of ISSN: 1744-5159
Contributors: Zhihao Zhai; Shengyang Zhu; Yun Yang; Jun Luo; Chengbiao Cai
Source: Self-asserted source
Yun Yang
grade
Preferred source (of 2)‎

Influences of guideway geometry parameters and track irregularity on dynamic performances of suspended monorail vehicle-guideway system

Structural Engineering and Mechanics
2022 | Journal article
DOI: 10.12989/sem.2022.82.1.001
EID:

2-s2.0-85129152625

Part of ISSN: 15986217 12254568
Contributors: He, Q.; Yang, Y.; Cai, C.; Zhu, S.
Source: Self-asserted source
Yun Yang via Scopus - Elsevier

Coupled vibration analysis of suspended monorail train and curved bridge considering nonlinear wheel-track contact relation

Vehicle System Dynamics
2022-08-03 | Journal article
DOI: 10.1080/00423114.2021.1918727
Part of ISSN: 0042-3114
Part of ISSN: 1744-5159
Contributors: Yun Yang; Qinglie He; Chengbiao Cai; Shengyang Zhu; Wanming Zhai
Source: Self-asserted source
Yun Yang
grade
Preferred source (of 2)‎

Experimental Investigation on Coupled Vibration Features of Suspended Monorail Train–Bridge System under Constant Speed and Braking Conditions

International Journal of Structural Stability and Dynamics
2021-11 | Journal article
DOI: 10.1142/s0219455421501777
Part of ISSN: 0219-4554
Part of ISSN: 1793-6764
Contributors: Qinglie He; Yun Yang; Chengbiao Cai; Shengyang Zhu; Wanming Zhai
Source: Self-asserted source
Yun Yang
grade
Preferred source (of 2)‎
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