Title of article
The scaled nonlinear dynamic procedure
Author/Authors
Aschheim، نويسنده , , Mark and Tjhin، نويسنده , , Tjen and Comartin، نويسنده , , Craig and Hamburger، نويسنده , , Ron and Inel، نويسنده , , Mehmet، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2007
Pages
20
From page
1422
To page
1441
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.
Keywords
dynamic analysis , Nonlinear Response , earthquake engineering
Journal title
Engineering Structures
Serial Year
2007
Journal title
Engineering Structures
Record number
1641290
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