Please use this identifier to cite or link to this item: https://hdl.handle.net/11499/4228
Title: The scaled nonlinear dynamic procedure
Authors: Aschheim, M.
Tjhin, T.
Comartin, C.
Hamburger, R.
İnel, Mehmet.
Keywords: Dynamic analysis
Earthquake engineering
Nonlinear response
Deformation
Degrees of freedom (mechanics)
Ductility
Dynamic response
Nonlinear systems
Seismic design
Strength of materials
Vibrations (mechanical)
Scaled nonlinear dynamic procedure
deformation
dynamic analysis
earthquake engineering
ground motion
nonlinearity
seismic design
seismic response
strength
vibration
Abstract: Although nonlinear static procedures (NSPs) have become widely accepted for use in seismic design and evaluation in recent years, their accuracy is poor for response quantities that are significantly affected by the vibration of multiple degrees of freedom (termed MDOF effects). In recent work performed for the ATC-55 project, a design-oriented approach, called the scaled nonlinear dynamic procedure (Scaled NDP), was identified for determining such response quantities for nonlinear systems. The Scaled NDP provides an alternative to current code approaches for scaling ground motions for dynamic analyses and is readily used in performance-based seismic design and evaluation. The Scaled NDP appears to provide a valid basis for establishing force quantities at stated levels of confidence and provides an indication of deformation demands for use in design and evaluation. The results can be used to determine the strengths required of members in order to ensure that ductile behavior develops, and to evaluate the deformation performance of a given design. © 2006 Elsevier Ltd. All rights reserved.
URI: https://hdl.handle.net/11499/4228
https://doi.org/10.1016/j.engstruct.2006.07.020
ISSN: 0141-0296
Appears in Collections:Mühendislik Fakültesi Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection

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