Abstract
This paper presents ground motion models to predict vertical components of peak ground acceleration, peak ground velocity, and 5%-damped response spectral acceleration at periods ranging from 0.01 to 10 s. These models are derived from the comprehensive Iranian strong ground-motion database containing 1350 three-component time-histories recorded during 370 earthquakes with 4.5 ≤ \({\text{M}}_{\text{w}}\) ≤ 7.4. Possible regional dependency of vertical ground-motions to characteristics of three seismo-tectonic regions in Iran was investigated through analysis of variance (ANOVA) technique. Consistent models based on four distance measures; two for point-source (\({\text{R}}_{\text{epi}}\) and \({\text{R}}_{\text{hyp}}\)) and two for finite-fault (\({\text{R}}_{\text{JB}}\) and \({\text{R}}_{\text{rup}}\)), were developed. The distribution of inter and intra-event residuals presents satisfactory agreement between actual data and our proposed vertical ground motion prediction equation (GMPE). Furthermore, a detailed comparison between our predictions and four local and global GMPEs is presented, well as horizontal model of Darzi et al. (Bull Seismol Soc Am. https://doi.org/10.1785/0120180196, 2018). In addition, this study provides period-dependent correlation coefficients between epsilons of different GMPEs corresponds to either horizontal, vertical, or vertical-to-horizontal spectral ratio intensity measures as a function of single or two-periods of interest.
Similar content being viewed by others
References
Akkar S, Sandıkkaya MA, Ay BÖ (2014) Compatible ground-motion prediction equations for damping scaling factors and vertical-to-horizontal spectral amplitude ratios for the broader Europe region. Bull Earthq Eng 12:517–547
Al Atik L, Abrahamson N, Cotton F, Scherbaum F, Bommer J, Kuehn N (2010) The variability of ground motion prediction models and its components. Seismol Res Lett 81:794–801
Ansari A, Noorzad A, Zare M (2007) Application of wavelet multi-resolution analysis for correction of seismic acceleration records. J Geophys Eng 4:1–16
Baker JW (2011) Conditional mean spectrum: tool for ground motion selection. J Struct Eng 137:322–331
Baker J, Cornell CA (2006) Spectral shape, epsilon and record selection. Earthq Eng Struct Dyn 35:1077–1095
Baker JW, Jayaram N (2008) Correlation of spectral acceleration values from NGA ground motion models. Earthq Spectra 24:299–317
Bindi D, Luzi L, Massa M, Pacor F (2010) Horizontal and vertical ground motion prediction equations derived from the Italian Accelerometric Archive (ITACA). Bull Earthq Eng 8:1209–1230
Bommer JJ, Akkar S (2012) Consistent source-to-site distance metrics in ground-motion prediction equations and seismic source models for PSHA. Earthq Spectra 28:1–15
Bommer JJ, Akkar S, Kale O (2011) A model for vertical-to-horizontal response spectral ratios for Europe and the Middle East. Bull Seismol Soc Am 101:1783–1806
Bozorgnia Y, Campbell KW (2004) The vertical-to-horizontal response spectral ratio and tentative procedures for developing simplified V/H and the vertical design spectra. J Earthq Eng 8:175–207
Bozorgnia Y, Campbell KW (2015) Vertical ground motion model for PGA, PGV, and linear response spectra using the NGA-West2 database. Earthq Spectra 32:979–1004
Bozorgnia Y, Campbell KW (2016) Ground motion model for the vertical-to-horizontal (V/H) ratios of PGA, PGV, and response spectra. Earthq Spectra 32:951–978
Cagnan Z, Akkar S, Kale O, Sandikkaya MA (2017a) A model for predicting vertical component peak ground acceleration (PGA), peak ground velocity (PGV), and 5% damped pseudospectral acceleration (PSA) for Europe and the Middle East. Bull Earthq Eng 15(7):1–27
Cagnan Z, Akkar S, Kale O, Sandikkaya MA (2017b) Erratum to: a model for predicting vertical component peak ground acceleration (PGA), peak ground velocity (PGV) and 5% damped pseudospectral acceleration (PSA) for Europe and the Middle East. Bull Earthq Eng 15:5623–5624
Campbell KW, Bozorgnia Y (2003) Updated near-source ground motion (attenuation) relations for the horizontal and vertical components of peak ground acceleration and acceleration response spectra. Bull Seismol Soc Am 93:314–331
Cauzzi C, Faccioli E (2008) Broadband (0.05 to 20 s) prediction of displacement response spectra based on worldwide digital records. J Seismol 12:453–475
Centroid Moment Tensor (CMT) Catalog search (2018) www.seismology.harvard.edu/. Accessed 1 Feb 2018
Darzi A, Zolfaghari MR, Cauzzi C, Fäh D (2018) An empirical ground motion model for horizontal PGV, PGA and 5%-damped elastic response spectra (0.01-10 s) in Iran. Bull Seismol Soc Am. https://doi.org/10.1785/0120180196
Darzi A, Pilz M, Zolfaghari MR, Fäh D (2019) An automatic procedure to determine the fundamental site resonance: application to the Iranian strong motion network. Pure Appl Geophys. https://doi.org/10.1007/s00024-019-02153-z
Douglas J (2004) An investigation of analysis of variance as a tool for exploring regional differences in strong ground motions. J Seismol 8:485–496
Ghasemi H, Zare M, Fukushima Y, Koketsu K (2009) An empirical spectral ground-motion model for Iran. J Seismol 13:499–515
Gülerce Z, Kamai R, Abrahamson NA, Silva WJ (2017) Ground motion prediction equations for the vertical ground motion component based on the NGA-W2 database. Earthq Spectra 33:499–528
Iranian Code of Practice for Seismic Resistant Design of Buildings (2005) Standard No. 2800. 3rd Revision, Building and Housing Research Center, Iran (In Persian)
Joyner WB, Boore DM (1993) Methods for regression analysis of strong-motion data. Bull Seismol Soc Am 83:469–487
Kaklamanos J, Baise LG, Boore DM (2011) Estimating unknown input parameters when implementing the NGA ground-motion prediction equations in engineering practice. Earthq Spectra 27:1219–1235
McGuire RK (1995) Probabilistic seismic hazard analysis and design earthquakes: closing the loop. Bull Seismol Soc Am 85:1275–1284
Mirzaei N, Gao M, Chen YT (1998) Seismic source regionalization for seismic zoning of Iran: major seismotectonic Provinces. J Earthq Predict Res 7:465–495
Nakamura Y (1989) A method for dynamic characteristics estimation of subsurface using microtremor on the ground surface. Quart Rep Railway Tech Res Inst 30:25–33
Nowroozi AA (2005) Attenuation relations for peak horizontal and vertical accelerations of earthquake ground motion in Iran: a preliminary analysis. J Seismol Earthq Eng 7:109–128
Sedaghati F, Pezeshk S (2016) Investigation of regional differences in strong ground motions for the Iranian plateau. World Acad Sci Eng Tech Int J Environ Chem Ecol Geol Geophys Eng 10:591–594
Sedaghati F, Pezeshk S (2017) Partially nonergodic empirical ground-motion models for predicting horizontal and vertical PGV, PGA, and 5% damped linear acceleration response spectra using data from the Iranian Plateau. Bull Seismol Soc Am 107:934–948
Soghrat MR, Ziyaeifar M (2016) Ground motion prediction equations for horizontal and vertical components of acceleration in northern Iran. J Seismol 21:99–125
Stewart JP, Boore DM, Seyhan E, Atkinson GM (2016) NGA-West2 equations for predicting vertical-component PGA, PGV, and 5%-damped PSA from shallow crustal earthquakes. Earthq Spectra 32:1005–1031
Strasser FO, Abrahamson NA, Bommer JJ (2009) Sigma: issues, insights, and challenges. Seismol Res Lett 80:40–56
Zafarani H, Luzi L, Lanzano G, Soghrat MR (2017) Empirical equations for the prediction of PGA and pseudo spectral accelerations using Iranian strong-motion data. J Seismol 22:263–285
Zolfaghari MR, Darzi A (2018) Ground-motion models for the vertical-to-horizontal spectral ratios of PGA, PGV and 5%-damped response spectral accelerations for Iran. J Seismol. under revision
Acknowledgements
The authors acknowledge the BHRC (Building and Housing Research Center, Tehran) for providing them with the raw acceleration data used in this study. We would like to thank John Douglas for his suggestion on performing ANOVA test to Iranian ground motion database. Constructive comments of two anonymous reviewers improved the quality of the paper significantly.
Author information
Authors and Affiliations
Corresponding author
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Electronic supplementary material
Below is the link to the electronic supplementary material.
Appendix A: Regional dependency test
Appendix A: Regional dependency test
It is believed that earthquakes from different tectonic regions have a different behavior in terms of source, path and site effects and may invoke discrepancies in ground-motions. As for horizontal GMs by Dea18, the possible regional dependency of vertical components of similar Iranian ground-motion dataset is evaluated through ANOVA. For detailed description of methodology and dataset please refer to Dea18. Due to insignificant influence of SOF on ground-motion amplifications in Iran (Soghrat and Ziyaeifar 2016; Darzi et al. 2018), SOF effect has not been imposed in ANOVA test. In order to avoid the site effect on ground-motions and subsequently regional dependency test’s results, all data with known measured \(V_{S30}\) values are adjusted to rock site (\(V_{S30} > 750 \;{\text{m}}/{\text{s}}\)) and estimated \(V_{S30}\) s are used for the remaining data with fundamental frequency \(\left( {f_{0} } \right) > 1\) Hz. In this regard \(f_{0}\)-based prediction equation proposed by Darzi et al. (2019) is used. They determined \(f_{0}\) through an automatic technique which is on the basis of horizontal-to-vertical spectral ratio (Nakamura 1989) method.
The null hypothesis of ANOVA is the median ground motions at each bin are equal. If the ratio of the two estimates of the variance of the ground motions is greater than the critical value of F for the significance level (5%), the null hypothesis is rejected, which means that there is high evidence of regional dependency. In this case, earthquake ground motions in regions of comparison are dissimilar and should be kept separate to prevent biased prediction relationships and higher uncertainty in the resulting GMPE. In case of low regional dependency, the resultant combined database can be used in development of future ground motion prediction models to overcome incompleteness of data and reach more reliable prediction model. Additionally, it can enhance the applicable ranges of distance and magnitude in GMPEs and decrease the standard deviation of derived models.
To perform ANOVA, the provided dataset is categorized into three subsets corresponding to three seismo-tectonic regions of Alborz-Azerbaijan-Kopeh dagh (Northern Iran), Zagros, and Central Iran-Makran. Data from each region is separated into intervals of 5 km*0.2 \({\text{M}}_{\text{w}}\) units. Ghasemi et al. (2009) and Sedaghati and Pezeshk (2016) applied ANOVA to 30 number of 5 km*0.25 \({\text{M}}_{\text{w}}\) intervals and 41 number of 10 km*0.5 \({\text{M}}_{\text{w}}\) intervals. They also applied this technique on a limited number of magnitude-distance intervals with minimum magnitude of \({\text{M}}_{\text{w}}\) 5. In present study, almost 6 times larger bins which contain sufficient GM records are used for applying regional investigation test.
We selected data by criterion of earthquake having being recorded by ≥ 2 stations for each bin and afterwards ANOVA is applied to all available bins for which the means of ground motion spectral values has been computed for a certain period for each comparative group. We applied the statistical analysis to 5%-damped vertical response spectral acceleration at five natural periods of 0.01, 0.1, 0.5, 1 and 3 s.
Figure 15 presents 69 bins with sufficient data where at each ANOVA is performed between Zagros (black markers) and Central Iran (red markers). Top intervals are \({\text{R}}_{\text{rup}}\) ranges and the left numbers are \({\text{M}}_{\text{w}}\)-intervals for considered bins. If the null hypothesis is rejected, results are shown by plus-signs; otherwise dot-signs present little evidence of regional dependency. Figures 16 and 17 show the ANOVA results between Northern Iran and Zagros, and between Northern Iran and Central Iran, respectively. We used logarithmically transformed ground motions for five couple values of SA which are indicated in vertical axes of bins. The first (leftmost) couple of markers are SAs at 0.01 s, the second couple of markers are SAs at 0.1 s and it continues to the last two points which represents the SAs at 3 s. We found negligible evidence of regional dependence for Zagros and Central Iran ground motions except in one bin of \({\text{M}}_{\text{w}}\) (4.8–5)–\({\text{R}}_{\text{rup}}\) (25–30). Note that for distance greater than 80 km although number of analysed bins were decreased, they show no differences in the average ground-motion amplitudes of compared regions. Results from Fig. 16 suggest that ground-motions from Northern Iran supplemented by data from Zagros area as only negligible differences appeared. Similar results were found for Central Iran and Northern Iran as well. It should be noted that the analysis were performed to a vast range of periods as well as PGA and PGV and similar results were revealed. For the sake of brevity results of selected five periods are shown here.
Based on the analyses, there seems to be negligible evidence of regional dependency, and accordingly, ground-motions from the considered three regions could be joined together to form one rich dataset and used in regression analysis for development of V-GMPE applicable to the entire parts of Iran. Consistent with the current study, Dea18’s results suggested little evidence of regional dependence of horizontal GMs between the three neighboring seismotectonic regions at all periods.
Rights and permissions
About this article
Cite this article
Zolfaghari, M.R., Darzi, A. Ground-motion models for predicting vertical components of PGA, PGV and 5%-damped spectral acceleration (0.01–10 s) in Iran. Bull Earthquake Eng 17, 3615–3635 (2019). https://doi.org/10.1007/s10518-019-00623-2
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s10518-019-00623-2