Maximum Usable Period of Ground Motion Records for Engineering Applications

Seismologists traditionally define the usable bandwidth of ground motion records based on signal‐processing principles that ensure acceptable signal‐to‐noise ratios. Engineers rely on these records to assess the responses of structures whose fundamental periods, T , fall within the bandwidth. The upper bound of this interval, T UP , depends on the long‐period cut‐off of the filter applied to the accelerograms, T C . This study examines whether, and to what extent, ground motion filtering may lead to underestimating the response of systems with T ≤ T UP , especially for structures experiencing period elongation in the post‐elastic range. If a systematic bias exists, current T UP values may be overly permissive. To address this concern, we computed benchmark responses for single‐degree‐of‐freedom (SDOF) systems with varying T to several high‐quality records processed with very long cut‐off periods. These ground motions were then incrementally filtered, and the SDOF systems’ responses reassessed. By systematically comparing the benchmark response estimates with those obtained from the degraded records, we identified an engineering‐based upper bound period of the usable bandwidth of given ground motions, T UP‐ENG . This threshold is such that the response bias of a structure with T ≤ T UP‐ENG remains below a predefined tolerance with certain statistical confidence, and varies based on whether the record is used for linear or nonlinear analyses of brittle or ductile structures. Our findings show that traditional T UP estimates are generally unconservative, i.e., T UP‐ENG ≤ T UP , even for elastic analyses. This discrepancy becomes critical when predicting severe inelastic responses of systems with T near T UP , since the underestimation could be significant. To preserve structural response fidelity, we recommend adopting the application‐specific engineering‐based definition of the upper bound of the usable bandwidth of ground motions, which is more restrictive than the commonly accepted signal‐processing‐based single value.

Authors

Institutions

Publication Details

Journal
Earthquake Spectra
Published
2026-02-01
DOI
https://doi.org/10.1002/esp4.70003
Primary Topic
Seismic Performance and Analysis
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Maximum Usable Period of Ground Motion Records for Engineering Applications

Mohsen Kohrangi, E. Veliu, Alessandro Damiani, Stefano Parolai et al.
Earthquake Spectra
Seismic Performance and Analysis
article

Maximum Usable Period of Ground Motion Records for Engineering Applications

Mohsen Kohrangi, E. Veliu, Alessandro Damiani, Stefano Parolai, Paolo Bazzurro, Maria Lancieri
article en

Abstract

Seismologists traditionally define the usable bandwidth of ground motion records based on signal‐processing principles that ensure acceptable signal‐to‐noise ratios. Engineers rely on these records to assess the responses of structures whose fundamental periods, T , fall within the bandwidth. The upper bound of this interval, T UP , depends on the long‐period cut‐off of the filter applied to the accelerograms, T C . This study examines whether, and to what extent, ground motion filtering may lead to underestimating the response of systems with T ≤ T UP , especially for structures experiencing period elongation in the post‐elastic range. If a systematic bias exists, current T UP values may be overly permissive. To address this concern, we computed benchmark responses for single‐degree‐of‐freedom (SDOF) systems with varying T to several high‐quality records processed with very long cut‐off periods. These ground motions were then incrementally filtered, and the SDOF systems’ responses reassessed. By systematically comparing the benchmark response estimates with those obtained from the degraded records, we identified an engineering‐based upper bound period of the usable bandwidth of given ground motions, T UP‐ENG . This threshold is such that the response bias of a structure with T ≤ T UP‐ENG remains below a predefined tolerance with certain statistical confidence, and varies based on whether the record is used for linear or nonlinear analyses of brittle or ductile structures. Our findings show that traditional T UP estimates are generally unconservative, i.e., T UP‐ENG ≤ T UP , even for elastic analyses. This discrepancy becomes critical when predicting severe inelastic responses of systems with T near T UP , since the underestimation could be significant. To preserve structural response fidelity, we recommend adopting the application‐specific engineering‐based definition of the upper bound of the usable bandwidth of ground motions, which is more restrictive than the commonly accepted signal‐processing‐based single value.

Earthquake SpectraVol. 42(1)
Institut de Radioprotection et de Sûreté Nucléaire (FR), University of Trieste (IT), Istituto Universitario di Studi Superiori di Pavia (IT), Albanian University (AL)
Peace, Justice and strong institutions
Openalex Percentile: Top 55%
Seismic Performance and Analysis
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.