An Experimental Study on the Seismic Performance of a Replaceable Steel Link System Acting as a Structural Fuse

An Experimental Study on the Seismic Performance of a Replaceable Steel Link System Acting as a Structural Fuse

This study investigated the seismic performance of reinforced concrete columns retrofitted with Replaceable Steel Links (RSLs), focusing on the effects of varying sliding slot lengths and torsional loads. The RSL system, known for its simple construction and effective seismic performance, was analyz...

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Bibliographic Details
Main Authors:	Kyong Min Ro, Min Sook Kim, Young Hak Lee
Format:	Article
Language:	English
Published:	MDPI AG 2024-03-01
Series:	Applied Sciences
Subjects:	seismic retrofitting brace structural fuse replaceable steel link
Online Access:	https://www.mdpi.com/2076-3417/14/6/2358

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