A New Method to Reduce Rain–Wind-Induced Vibration in Cable Sleeve of Cable-Stayed Bridges and Modeling in a Wind Tunnel-Reference-Cited by-同舟云学术

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A New Method to Reduce Rain–Wind-Induced Vibration in Cable Sleeve of Cable-Stayed Bridges and Modeling in a Wind Tunnel

Published:2023-02-05 Issue:4 Volume:47 Page:2287-2293
ISSN:2228-6160
Container-title:Iranian Journal of Science and Technology, Transactions of Civil Engineering
language:en
Short-container-title:Iran J Sci Technol Trans Civ Eng

Author:

Baghi Hani,Pahlaviani Ali Golsoorat,Ramesht Mohammad Hasan,Marnani Jafar Asgari,Lavasani Arash Mirabdolah

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s40996-023-01048-3.pdf

Reference18 articles.

1. Cheng SH, Lau DT (2002) Modeling of cable vibration effects of cable-stayed bridges. Earthq Eng Eng Vib 1:74–85

2. Federal Highway Administration. (2007). Wind-induced vibration of stay cables, Report of federal highway administration, FHWA-HRT-05-083

3. Ge Y, Chang Y, Xu L, Zhao L (2018) Experimental investigation on spatial attitudes, dynamic characteristics and environmental conditions of rain-wind-induced vibration of stay cables with high-precision raining simulator. J Fluids Struct 76:60–83

4. Gu M, Du X (2005) Experimental investigation of rain-wind-induced vibration of cables in cable-stayed bridges and itsmitigation. J Wind Eng Ind Aerodyn 93(1):79–95

5. Hikami Y, Shiraishi N (1988) Rain-wind induced vibrations of cables in cables stayed bridges. J Wind Eng Ind Aerodyn 29(1–3):409–418

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