Assessment of the Structural Damping Required to Prevent Galloping of Dry HDPE Stay Cables Using the Quasi-Steady Approach
Author:
Affiliation:
1. Postdoctoral Fellow, College of Civil Engineering, Nanjing Tech Univ., Nanjing 211816, P.R. China (corresponding author).
2. Associate Professor, DICDEA, Univ. della Campania “Luigi Vanvitelli”, Via Roma 9, 81031 Aversa, Italy.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001168
Reference65 articles.
1. Identification of aeroelastic forces and static drag coefficients of a twin cable bridge stay from full-scale ambient vibration measurements
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4. Experimental study on the wind-induced vibration of a dry inclined cable—Part II: Proposed mechanisms
5. Aerodynamic behaviour of an inclined circular cylinder
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