Abstract
Utilization of βconsistentβ mainshock (MS) - aftershock (AS) ground motions is desirable in practical engineering applications. Such consistency
in selecting MSAS sequences requires proper consideration of the correlations between and within the intensity measures of MS and AS ground
motions. This study proposes a generalized ground motion model (GGMM) to estimate consistent 30Γ1 vectors of intensity measures for
mainshocks (denoted as IMMS) and aftershocks (denoted as IMAS) using a framework of successive long-short-term-memory (LSTM) recurrent
neural network (RNN). The vectors of IMMS and IMAS consists of geometric means of significant duration (π·5β95,ππππ), Arias intensity
(πΌπ,ππππ), cumulative absolute velocity (πΆπ΄πππππ), peak ground velocity (ππΊπππππ), peak ground acceleration (ππΊπ΄ππππ) and RotD50 spectral
acceleration (ππ(π)) at 25 periods for both MS and AS ground motions. The proposed RNN-based framework is trained on a carefully selected
set of ~700 crustal and subduction recorded MSAS sequences. The inputs to the framework include a 5Γ1 vector of source and site parameters
for mainshock and aftershock recordings. The residuals of the trained LSTM-based RNNs are further used to develop empirical covariance
structures for IMMS and IMAS.
in selecting MSAS sequences requires proper consideration of the correlations between and within the intensity measures of MS and AS ground
motions. This study proposes a generalized ground motion model (GGMM) to estimate consistent 30Γ1 vectors of intensity measures for
mainshocks (denoted as IMMS) and aftershocks (denoted as IMAS) using a framework of successive long-short-term-memory (LSTM) recurrent
neural network (RNN). The vectors of IMMS and IMAS consists of geometric means of significant duration (π·5β95,ππππ), Arias intensity
(πΌπ,ππππ), cumulative absolute velocity (πΆπ΄πππππ), peak ground velocity (ππΊπππππ), peak ground acceleration (ππΊπ΄ππππ) and RotD50 spectral
acceleration (ππ(π)) at 25 periods for both MS and AS ground motions. The proposed RNN-based framework is trained on a carefully selected
set of ~700 crustal and subduction recorded MSAS sequences. The inputs to the framework include a 5Γ1 vector of source and site parameters
for mainshock and aftershock recordings. The residuals of the trained LSTM-based RNNs are further used to develop empirical covariance
structures for IMMS and IMAS.
Original language | English |
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Title of host publication | 12th National Conference of Earthquake Engineering (12NCEE) |
Publication status | Published - 30 Jun 2022 |
Event | 12th National Conference of Earthquake Engineering - Salt Lake City, United States Duration: 27 Jun 2022 β 1 Jul 2022 |
Conference
Conference | 12th National Conference of Earthquake Engineering |
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Country/Territory | United States |
City | Salt Lake City |
Period | 27/06/22 β 1/07/22 |