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International Journal of Steel Structures

Erschienen in:

11.12.2019

Numerical and Experimental Studies on Cyclic Behavior of Beam-to-Column Connection with Yielding Steel Damper

verfasst von: Reza Molavi, Mohsen Izadinia, Ali Reza Shahidi

Erschienen in: International Journal of Steel Structures | Ausgabe 2/2020

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Abstract

In this paper, cyclic behavior of a new type of beam-to-column connection comprising yielding damper with a circular pattern at depth of the beam was evaluated. The effects of different parameters on proposed connection behavior were also studied. Results of both finite element analysis and experimental tests showed that all the specimens of proposed connection have a stable cyclic behavior. Reliable design for damper at connection maintaining stiffness, strength, and energy dissipation in beam-to-column connections at an acceptable level concentrated inelastic deformations in damper, and also keeping structural members such as beams and columns in elastic range.

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Titel: Numerical and Experimental Studies on Cyclic Behavior of Beam-to-Column Connection with Yielding Steel Damper
verfasst von: Reza Molavi
Mohsen Izadinia
Ali Reza Shahidi
Publikationsdatum: 11.12.2019
Verlag: Korean Society of Steel Construction
Erschienen in: International Journal of Steel Structures / Ausgabe 2/2020
Print ISSN: 1598-2351
Elektronische ISSN: 2093-6311
DOI: https://doi.org/10.1007/s13296-019-00298-0

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