A proposed model to investigate the dynamic response of stay cables with viscous damper-Reference-Cited by-同舟云学术

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A proposed model to investigate the dynamic response of stay cables with viscous damper

Published:2024-06-30 Issue: Volume: Page:1-16
ISSN:1537-6494
Container-title:Mechanics of Advanced Materials and Structures
language:en
Short-container-title:Mechanics of Advanced Materials and Structures

Author:

Soltane Selsebil¹,Ben Mekki Othman¹

Affiliation:

1. Université de Tunis El Manar, Ecole Nationale d’Ingénieurs de Tunis, LGC, Tunis, Tunisia

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/15376494.2024.2371996

Reference53 articles.

1. A Closed-Form Refined Model of the Cables' Nonlinear Response in Cable-Stayed Structures

2. Full-Scale Measurements to Investigate Rain–Wind Induced Cable-Stay Vibration and Its Mitigation

3. Rain-wind induced vibrations of cables stayed bridges

4. Rain wind induced vibration of cables of cable-stayed bridges;Matusmoto M.;J. Wind Eng. Ind Aerodyn,1992

5. Field observations of rain-wind-induced cable vibration in cable-stayed Dongting Lake Bridge

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1. Failure analysis and structural resilience of a masonry arch Bridge subjected to blast loads: The Case study, Halilviran Bridge;Mechanics of Advanced Materials and Structures;2024-09-11

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