Damage avoidance solution to mitigate wind-induced fatigue in steel traffic support structures-Reference-Cited by-同舟云学术

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Damage avoidance solution to mitigate wind-induced fatigue in steel traffic support structures

Published:2017-11 Issue: Volume:138 Page:298-307
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Wieghaus Kyle T.,Mander John B.,Hurlebaus Stefan

Funder

Texas A&M Transportation Institute

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference44 articles.

1. Fatigue-resistant design of cantilevered signal, sign, and light supports;Dexter,2002

2. On galloping vibration of traffic signal structures;Pulipaka;J. Wind Eng. Ind. Aerodyn.,1998

3. Risk assessment model for wind-induced fatigue failure of cantilever traffic signal structures;Letchford,2008

4. Wind-induced traffic signal structure response: experiments and reduction via helical arm strakes;Wieghaus;Eng. Struct.,2014

5. Natural wind response and fatigue assessment of a cantilevered traffic signal structure with helical arm strakes;Wieghaus,2014

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1. Fragility Analysis of a Transmission Tower-Line System Subjected to Wind and Ice Loads Considering Fatigue Damage;International Journal of Structural Stability and Dynamics;2024-04-13

2. Study on wind-induced fatigue performance of large-span transmission tower-line system considering the combined distribution probability of wind direction and speed;Engineering Failure Analysis;2024-02

3. The convenient method and application for monitoring the health of traffic sign poles based on mobile phone;Scientific Reports;2023-11-23

4. Flow-induced vibration of a cantilevered cylinder in the wake of another;Journal of Fluids and Structures;2023-07

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