Experimental study of vibration mitigation of mast arm signal structures with particle-thrust damping based tuned mass damper-Reference-Cited by-同舟云学术

Experimental study of vibration mitigation of mast arm signal structures with particle-thrust damping based tuned mass damper

Published:2019-01 Issue:1 Volume:18 Page:219-231
ISSN:1671-3664
Container-title:Earthquake Engineering and Engineering Vibration
language:en
Short-container-title:Earthq. Eng. Eng. Vib.

Author:

Zhang Yunfeng,Liu Heng

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s11803-019-0500-2/fulltext.html

Reference26 articles.

1. AASHTO (2009), Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals, Fifth Edition, Chapter 11.

2. Albert MN, Manuel L, Frank KH and Wood SL (2007), “Field Testing of Cantilevered Traffic Signal Structures Under Truck–Induced Gust Loads”, FHWA/TX–08/0–4586–2, Center for Transportation Research, University of Texas at Austinz.

3. Alderson JL (1999), “Fatigue Study of Cantilevered Traffic Signal Mast Arms”, PhD Dissertation, University of Missouri–Columbia, Columbia, Missouri.

4. ANSYS (2016), ANSYS Academic Research, Release 16.2, Pittsburgh, Pennsylvania.

5. Chen G, Wu J, Jiaqing Yu (2001), “Fatigue Assessment of Traffic Signal Mast–arms Based on Field Test Data under Natural Wind Gusts,” Transportation Research Record: Journal of the Transportation Research Board, 1770: 188–194.

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Evaluation on stress intensity factors of octagonal tube-to-transverse plate joint for sign and traffic signal structures;Engineering Failure Analysis;2022-08

2. Response of a multi-degree-of-freedom system with a pounding vibration neutralizer to harmonic and random excitation;Journal of Sound and Vibration;2020-09

3. Effectiveness of particle tuned mass damper devices for pile‐supported multi‐story frames under seismic excitations;Structural Control and Health Monitoring;2020-08-15