Ductility demands on self-centering systems under earthquake loading

By C. Seo, R. Sause. 2005

162 citations recorded by the source corpus.

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

Development of the self-centering Sliding Hinge Joint with friction ring springs (2012, unknown): “In order to achieve this, Seo and Sause [30] specified that for systems generating flag shaped hysteretic response, such as a post-tensioned (PT) system, the βE factor should be between 0 and 50%.”
Experimental and numerical study of a self‐centering prestressed concrete moment resisting frame connection with bolted web friction devices (2014, background): “Seo and Sause [33] show that βE values greater than 0.”
Development and experimental validation of a nickel–titanium shape memory alloy self-centering buckling-restrained brace (2012, background): “The amount of energy dissipation and associated equivalent viscous damping are important parameters to ensure that peak drifts and ductility demands imposed by design level earthquakes are controlled [37].”
Seismic-Resistant Precast Concrete Structures: State of the Art (2018, unknown): “demands for the precast structure (Priestley and Tao 1993; Farrow and Kurama 2003; Seo and Sause 2005).”