Intermediate Web Stiffener Spacing Evaluation for Shear Links

AbstractEccentrically braced frames (EBFs) are a widely used steel seismic resisting system due to their combination of high elastic stiffness and high ductility. The key component of this system is the portion of the beam in the frame that is formed by an incoming offset brace or braces. In a seism...

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Veröffentlicht in:	Journal of structural engineering (New York, N.Y.) N.Y.), 2019-02, Vol.145 (2)
Hauptverfasser:	Volynkin, Dmitry, Dusicka, Peter, Clifton, G. Charles
Format:	Artikel
Sprache:	eng
Schlagworte:	Aspect ratio Deformation mechanisms Earthquake resistance Eccentric bracing Links Material properties Mathematical analysis Modulus of elasticity Reinforcement (structures) Seismic activity Shear Specifications Steel construction Stiffeners Stiffness Structural engineering Technical Papers Test procedures Webs (structural)
Online-Zugang:	Volltext
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