Title of article :
Investigation of strong-motion duration consistency in endurance time excitation functions
Author/Authors :
Mashayekhi، M. نويسنده Department of Modern Language, Faculty of Lanuage, Azad University of Gonabad, Iran , , ESTEKANCHI، H.E. نويسنده ,
Issue Information :
دوماهنامه با شماره پیاپی 14 سال 2013
Abstract :
The Endurance Time (ET) method is a dynamic analysis procedure using
intensifying excitation. The ET excitation functions are generated so that structural
performance can be assessed at dierent excitation levels in a single response history
analysis. ET accelerograms, which have been generated so far, possess response spectra
consistency; this means that the duration consistency has not been directly considered.
Strong-motion duration can in
uence the response of structures which have stiness
or strength degrading characteristics. In this paper, several well-known strong-motion
duration denitions are studied in the context of the ET method. Ground motions are
scaled to spectral acceleration of the code spectrum as well as the ET records; furthermore,
the ET records are scaled to have consistent duration compared to real ground motion,
considering dierent strong-motion duration denitions. In order to determine which
denitions have the highest correlation with structure responses, several SDOF structures
that have cyclic deteriorating behavior in stiness and strength are subjected to both
ET records and real ground motions. Since maximum inter story drift and maximum
displacement of a structure subjected to several motions with roughly the same acceleration
spectra but dierent motion durations are approximately identical, in this paper, the aim
is to pursue the in
uence of motion duration in responses. Those indices which are based
on energy and accumulative damage are employed. Correlation of each denition with
structure responses has been examined by comparing the results of the ET records and real
ground motion. Good performance of the ET records in a nonlinear region can be deduced
due to the high correlation between the results of ET records and real ground motion. This
paper provides an approach for considering the duration consistency in ET accelerograms.
The eciency of this approach for current ET accelerograms is also investigated.
Journal title :
Scientia Iranica(Transactions A: Civil Engineering)
Journal title :
Scientia Iranica(Transactions A: Civil Engineering)