Numerical Study on Cyclic Response of End-Plate Biaxial Moment Connection in Box Columns

Numerical Study on Cyclic Response of End-Plate Biaxial Moment Connection in Box Columns

The 2008 Wenchuan-China earthquake showed the importance of considering the bidirectional seismic action as a cause of failure in column hinge mechanisms. Subsequently, the large 2011 Tohoku-Japan earthquake revealed that Special Moment Frames buildings, made of tubular columns (Hollow Structural Se...

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Bibliographic Details
Main Authors: Marco Gallegos, Eduardo Nuñez, Ricardo Herrera
Format: Article
Language:English
Published: MDPI AG 2020-04-01
Series:Metals
Subjects:
bidirectional loading
performance
bolted connection
end-plate connection
moment connections
finite element method
Online Access:https://www.mdpi.com/2075-4701/10/4/523

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