@article{kong_kowalsky_2016, title={Impact of Damping Scaling Factors on Direct Displacement-Based Design}, volume={32}, ISSN={8755-2930}, url={http://dx.doi.org/10.1193/021815EQS031M}, DOI={10.1193/021815eqs031m}, abstractNote={ Damping scaling factors (DSFs) play an important role in direct displacement-based design (DDBD) as they provide a means to establish displacement response spectra for damping values beyond 5%. Response spectra for multiple damping values are needed for DDBD as the approach relies on equivalent linearization, expressed in the form of effective stiffness and equivalent viscous damping, to establish design forces for prescribed performance limit states. In the past, DSFs based on the Eurocode have been employed for DDBD; however, recent research has resulted in more robust DSF models. This paper examines the accuracy of the current DSF equation used in DDBD across the parameters that are important for structural design. A nonlinear regression analysis is performed based on the data obtained by the Rezaeian et al. (2014) model, and a base shear adjustment factor (SAF) is proposed for application to the DDBD base shear equation. }, number={2}, journal={Earthquake Spectra}, publisher={Earthquake Engineering Research Institute}, author={Kong, Cuiyan and Kowalsky, Mervyn J.}, year={2016}, month={May}, pages={843–859} }