Practical Design Method of Yielding Steel Dampers in Concrete Cable-Stayed Bridges

Restrained transversal tower/pier−girder connections of cable-stayed bridges may lead to high seismic demands for tower columns when subject to earthquake excitations; however, free transversal tower/pier−girder connections may cause large relative displacement. Using an energy d...

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Bibliographic Details

Published in:	Applied Sciences
Main Authors:	Yan Xu, Zeng Zeng, Cunyu Cui, Shijie Zeng
Format:	Article
Language:	English
Published:	MDPI AG 2019-07-01
Subjects:	cable-stayed bridge transversal direction yielding steel damper design method earthquake
Online Access:	https://www.mdpi.com/2076-3417/9/14/2857