Seismic and Post-Seismic Ductility and Forces of Mid-Story Pin Moment-Resisting Frames Based on Scale of Local Deformation of I-Beam’s Segments

A mid-story pin system to avoid moment-resisting frame column failure during seismic action was proposed recently. The solution consists of a reinforced concrete (RC) pier protruding from the foundations, the steel column connected with the superstructure, and plates and the anchor bolt working as a...

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Bibliographic Details
Main Authors: Atsushi Suzuki, Ruiyu Che, Yoshihiro Kimura
Format: Article
Language:English
Published: MDPI AG 2024-12-01
Series:Applied Mechanics
Subjects:
Online Access:https://www.mdpi.com/2673-3161/5/4/52
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