Train-Induced Vibration Characteristics of a Double-Story High-Speed Railway Station-Reference-Cited by-同舟云学术

Train-Induced Vibration Characteristics of a Double-Story High-Speed Railway Station

Published:2024-06 Issue:3 Volume:38 Page:
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Guo Tong¹^ORCID,Zhi Guoliang²,Zhu Ruizhao³,Zhang Lina⁴

Affiliation:

1. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, PR China (corresponding author). ORCID: .

2. Ph.D. Candidate, School of Civil Engineering, Southeast Univ., Nanjing 210096, PR China.

3. Postdoctoral Researcher, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, PR China.

4. Master’s of Science, School of Civil Engineering, Southeast Univ., Nanjing 210096, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JPCFEV.CFENG-4524

Reference37 articles.

1. A two-dimensional Fourier transform method for the measurement of propagating multimode signals

2. Cao Z. L. 2018. “Serviceability analysis and vibration control of elevated metro depot and over-depot residential building complex.” [In Chinese.] Ph.D. dissertation School of Civil Engineering Southeast Univ.

3. Measurement and analysis of vibrations in a residential building constructed on an elevated metro depot

4. Analysis of Vibration Transfer Characteristics of Approach Bridges for an Elevated Railroad Station

5. Experimental and numerical analyses of vibrations induced by high-speed trains on the Córdoba–Málaga line

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