Experimental Behavior and FE Modeling of Buckling Restrained Braced Frame with Slip-Critical Connection

Experimental Behavior and FE Modeling of Buckling Restrained Braced Frame with Slip-Critical Connection

This paper examines the hysteretic behavior of the buckling restrained braces (BRBs) in the steel frame. Both experimental and finite element (FE) studies were conducted. The experimental results showed that the well-detailed buckling restrained braced frame (BRBF) withstood significant drift demand...

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Bibliographic Details
Main Authors: Huseyin Sogut, Ramazan Ozcelik, Kagan Sogut, Ferhat Erdal
Format: Article
Language:English
Published: MDPI AG 2025-05-01
Series:Applied Sciences
Subjects:
buckling restrained braces
cyclic test
finite element study
energy dissipater
slip-critical connection
steel frame
Online Access:https://www.mdpi.com/2076-3417/15/10/5626
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