Influence of ground-motion duration on constant ductility response spectra considering various hysteretic models

Currently, there is extensive research on the influence of duration on structures, but most of these studies focus on specific structures or components. The conclusions of different scholars are not uniform, particularly in quantitatively assessing the influence of duration on structures. To address this issue, the duration effect from the perspective of response spectra was discussed in this study. Firstly, we matched 100 pairs of long- and short-duration ground motions, then input them into three SDOF systems of the modified Clough, strength and stiffness-degrading, and pinching-degrading models to calculate damage measures including acceleration, displacement, input energy, hysteretic energy, and damage index. Constant ductility response spectra and their spectral ratios containing these five damage measures are generated, and the differences in the spectra and spectral ratios of long- and short-duration ground motions are analyzed. Lastly, we also discussed the correlation between duration and the damage measures of various hysteretic models. The results show that duration has almost no effect on the acceleration and displacement, but the input energy, hysteresis energy, and damage index under long-duration motions can be as high as 1.5 to 3.0 times those of short-duration motions, especially for short-period structures where the duration effect is more significant than for long-period ones. Additionally, the duration effect varies across structures with different constitutive models. The findings of this study can provide references for future seismic design methods that consider the influence of duration. • The influences of ground-motion duration on constant ductility spectra are investigated. • The correlation coefficient spectra between duration and damage measures are developed. • The differences in constant ductility spectra, spectral ratios and correlation coefficient spectra are discussed.

Authors

Institutions

Publication Details

Journal
Soil Dynamics and Earthquake Engineering
Published
2025-04-09
DOI
https://doi.org/10.1016/j.soildyn.2025.109433
Citations
1
Primary Topic
Seismic Performance and Analysis
Type
article
Field-Weighted Citation Impact
0.95

Funders

Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Influence of ground-motion duration on constant ductility response spectra considering various hysteretic models

Yinan Zhao, Qinghui Lai, Zhanxuan Zuo, Jia Jia et al.
1 citations
Soil Dynamics and Earthquake Engineering
Seismic Performance and Analysis
0.95
article

Influence of ground-motion duration on constant ductility response spectra considering various hysteretic models

Yinan Zhao, Qinghui Lai, Zhanxuan Zuo, Jia Jia, Maosheng Gong
article en
1 citations

Abstract

Currently, there is extensive research on the influence of duration on structures, but most of these studies focus on specific structures or components. The conclusions of different scholars are not uniform, particularly in quantitatively assessing the influence of duration on structures. To address this issue, the duration effect from the perspective of response spectra was discussed in this study. Firstly, we matched 100 pairs of long- and short-duration ground motions, then input them into three SDOF systems of the modified Clough, strength and stiffness-degrading, and pinching-degrading models to calculate damage measures including acceleration, displacement, input energy, hysteretic energy, and damage index. Constant ductility response spectra and their spectral ratios containing these five damage measures are generated, and the differences in the spectra and spectral ratios of long- and short-duration ground motions are analyzed. Lastly, we also discussed the correlation between duration and the damage measures of various hysteretic models. The results show that duration has almost no effect on the acceleration and displacement, but the input energy, hysteresis energy, and damage index under long-duration motions can be as high as 1.5 to 3.0 times those of short-duration motions, especially for short-period structures where the duration effect is more significant than for long-period ones. Additionally, the duration effect varies across structures with different constitutive models. The findings of this study can provide references for future seismic design methods that consider the influence of duration. • The influences of ground-motion duration on constant ductility spectra are investigated. • The correlation coefficient spectra between duration and damage measures are developed. • The differences in constant ductility spectra, spectral ratios and correlation coefficient spectra are discussed.

Soil Dynamics and Earthquake EngineeringVol. 195
Jianghan University (CN), Heilongjiang Earthquake Agency (CN), China Earthquake Administration (CN)
National Natural Science Foundation of China
Zero hunger
Openalex Percentile: Top 27%
Seismic Performance and Analysis
0.95
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.