Martinez-Rueda, Juan (1998) Scaling procedure for natural accelerograms based on a system of spectrum intensity scales Earthquake Spectra, 14 (1). pp. 135-152. ISSN 8755-2930Full text not available from this repository.
A parametric study on the scaling of natural accelerograms using spectrum intensity scales is presented. A series of nonlinear time-history analyses for a SDOF system is conducted using an ensemble of world-wide damaging earthquake records for a wide range of seismic conditions. Structural parameters considered in the study include: yield seismic coefficient, yield natural period and postyield stiffness. The effectiveness of several spectrum intensity scales is evaluated in terms of their correlation with displacement ductility demand. Results indicate that there is not a unique scale with best performance over the entire range of strength and stiffness. An alternative combined criterion to define spectrum intensity is proposed in terms of a system of spectrum intensity scales. The system optimises the correlation between spectrum intensity and displacement ductility demand. This is achieved by defining regions in the space of structural parameters for which it is possible to identify a spectrum intensity scale of best performance.
|Item Type:||Journal article|
|Uncontrolled Keywords:||Single degree-of-freedom structures; time history analysis|
|Subjects:||H000 Engineering > H200 Civil Engineering > H250 Geotechnical Engineering
H000 Engineering > H200 Civil Engineering > H210 Structural Engineering
H000 Engineering > H200 Civil Engineering
|DOI (a stable link to the resource):||10.1193/1.1585992|
|Faculties:||Faculty of Science and Engineering > School of Environment and Technology > Ground water and structural engineering
Faculty of Science and Engineering > School of Environment and Technology
|Depositing User:||editor environment|
|Date Deposited:||05 May 2010|
|Last Modified:||26 Mar 2015 14:41|
Actions (login required)
Downloads per month over past year