Experimental research on dynamic tensile behavior of full-scale weld-necked flange joints used in transmission steel tubular towers-Reference-Cited by-同舟云学术

Experimental research on dynamic tensile behavior of full-scale weld-necked flange joints used in transmission steel tubular towers

Published:2018-05-15 Issue:3 Volume:20 Page:1274-1287
ISSN:1392-8716
Container-title:Journal of Vibroengineering
language:
Short-container-title:J VIBROENG

Author:

Li Buhui,Zhang Dachang,Cao Pingzhou,Zhang Bing

Publisher

JVE International Ltd.

Subject

Mechanical Engineering,General Materials Science

Link

https://www.jvejournals.com/article/18517/pdf

Reference27 articles.

1. Structural design and experimental investigation of steel tubular tower for six-circuit on same tower transmission line;Zhang;Power System Technology,2010

2. Selection of calculation model for steel tubular tower of UHV power transmission line;Yang;Power System Technology,2010

3. DL/T 5154-2012. Technical code for the design of tower and pole structures of overhead transmission line. China Planning Press, Beijing, 2012.

4. Bolted tension flanges joining circular hollow section members;Kato;Journal of Constructional Steel Research,1985

5. Bolted tension flanges joining square hollow section members;Kato;Journal of Constructional Steel Research,1985

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