Finite element analyses on energy dissipation capacity of upper flange welded-lower flange bolted beam-column connection with slotted holes

In steel structures, the greater energy dissipation capacity of a beam-column connection means greater seismic performance. Increasing energy dissipation of the slip of cantilever beam splices is an effective method of improving the energy dissipation capacity of beam-column connections. This paper...

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Bibliographic Details

Published in:	Journal of Asian Architecture and Building Engineering
Main Authors:	You-Sheng Yu, Xin-Yu Liu
Format:	Article
Language:	English
Published:	Taylor & Francis Group 2020-07-01
Subjects:	steel structure “upper flange welded-lower flange bolted” beam-column connection energy dissipation capacity rotational capacity slotted holes slip finite element analyses
Online Access:	http://dx.doi.org/10.1080/13467581.2020.1749639