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Effects of random 3D upper crustal heterogeneity on longperiod (≥ 1 s) groundmotion simulations
Earth, Planets and Space volume 70, Article number: 156 (2018)
Abstract
The effects of the shortwavelength heterogeneity of the crustal structure on predicted ground motion at periods of 1 s and longer were investigated by conducting threedimensional finitedifference simulations using a detailed realistic velocity model of the Kanto region of Japan. The shortwavelength heterogeneity of the media within the upper crust was randomly modeled using the exponentialtype autocorrelation function where the velocity standard deviation was set to 5%. Combinations of heterogeneous media with various correlation lengths and point source models with various depths and durations were considered in order to investigate the variability of the predicted ground motion and the sensitivity to the parameters. The effects of random heterogeneity on the simulated ground motion appeared as a result of changes in the amplitude and phase of both the direct waves and later phases, as well as the spectral peaks of the response spectra. Groundmotion variability, in terms of peak ground velocity (PGV) and velocity response spectra (Sv), was evaluated using the residual, or the difference in logarithm of PGV and Sv between the ground motion computed with and without random heterogeneity. While the residual averaged over the surface of the computed area was almost negligible in the studied period range, the variability of the residual was found to increase with distance and to be larger for point sources with shorter durations.
Introduction
In groundmotion simulations for the purpose of seismic hazard evaluation, longperiod components (periods of approximately 1 s and longer) are generally evaluated by deterministic numerical simulations using rupture and wave propagation models. The lower limit of the period range for the deterministic simulation is restricted by the difficulty in detailed modeling of the rupture and wave propagation processes in the shortperiod (< 1 s) range in which the behavior of the seismic waves becomes less coherent.
In order to overcome this limitation, kinematic source parameters in deterministic simulations are often modeled by a combination of deterministic and stochastic description (e.g., Hisada 2001; Sekiguchi et al. 2008; Graves and Pitarka 2016; Wirth et al. 2017). Iwaki et al. (2016) showed that introducing smallscale heterogeneity to source parameters tends to amplify the simulated longperiod ground motion (≥ 2 s), which therefore matches the observed ground motion more satisfactorily. This analysis was on the assumption that the velocity model is appropriate, which is not thoroughly verified.
Development of detailed threedimensional (3D) seismic velocity models for groundmotion simulations has been carried out, for example, in Japan (e.g., Fujiwara et al. 2009; Koketsu et al. 2012) and in the USA (e.g., Magistrale et al. 2000; Shaw et al. 2015) in order to achieve more reliable simulations. Still, the velocity models are generally much simpler than the realistic Earth structure, which contains heterogeneity on various scales. Japanese 3D velocity models are usually composed of a number of layers, within which the seismic velocity is uniform (e.g., Koketsu et al. 2012). Since more accuracy, at least down to period of 1 s, is required in groundmotion simulations, it is important to evaluate the effects of shortwavelength heterogeneity in the media.
Shortwavelength (several kilometers or less) heterogeneity of the media is generally represented by a statistical description of the random perturbation of the elastic properties, which is referred to hereinafter as random heterogeneity. Studies on shortperiod (generally < 1 s) seismic wave propagation within random media have been developed based on seismic wave propagation and scattering theory (e.g., Sato et al. 2012). The effects of the random heterogeneity on the amplitudes and phases of seismic waves have been revealed by numerical simulations of wave propagation, often focusing on periods shorter than 1 s (e.g., Frankel and Clayton 1984; Imperatori and Mai 2013; Takemura et al. 2015, 2017). However, random crustal heterogeneity also affects ground motion at periods longer than 1 s (e.g., Emoto et al. 2017), which is important from a seismic hazard point of view, because random crustal heterogeneity significantly increases groundmotion variability (e.g., Hartzell et al. 2010).
In the present study, we conduct 3D finitedifference groundmotion simulations using a detailed velocity model of the Kanto region of Japan in order to evaluate the effects of random crustal heterogeneity on the predicted ground motion on the engineering bedrock, in an attempt to improve seismic hazard evaluation by a deterministic approach in the longperiod range (> 1 s). Although the precise values of the parameters to model the realistic local crustal heterogeneity have not been sufficiently resolved yet (e.g., Gaebler et al. 2015), we consider several values of parameters to investigate their effects, focusing on, in particular, (1) the groundmotion variability caused by the random media and (2) the sensitivity of the ground motion to the media and source parameters.
Simulation models
Kanto velocity model
We use a detailed 3D seismic velocity model of the Kanto region that is used in the National Seismic Hazard Map of Japan by the Headquarters for Earthquake Research Promotion (HERP; HERP 2017). This model covers the subsurface structure from the engineering bedrock (V_{S} ~ 350–700 m/s) to the seismic bedrock (V_{S} ~ 3200 m/s) and was constructed in order to improve groundmotion evaluation especially at periods of 0.5–2 s in Kanto (e.g., Senna et al. 2013) compared to the conventionally used JSHIS version 2 model (Fujiwara et al. 2009; http://www.jshis.bosai.go.jp). The minimum Swave velocity in the sedimentary layers of the Kanto Plain is 350 m/s. Below the seismic bedrock, the subsurface structure model is combined with the crustal model of the Japan Integrated Velocity Structure Model (JIVSM; Koketsu et al. 2012) down to a depth of 70 km. Figure 1 shows maps of the study area, showing the upper boundaries of the selected layers (V_{S} = 700, 1500, and 3200 m/s) of the velocity model. Since we focus on the ground motion on the engineering bedrock, the shallow subsurface and topography is not included in this velocity model. Thus, seismic scattering due to topographic variation is not considered in this study. We consider topographic effects to be less influential because the study area is dominated by the Kanto Plain.
Random 3D heterogeneity
We model the heterogeneity in the upper crust (V_{S} = 3200–3400 m/s) randomly by introducing the fluctuation of the seismic velocity:
where \(V\left( \varvec{r} \right)\) is the seismic velocity (for both V_{S} and V_{P}) at r and V_{0} is the background velocity. The assumed fluctuation \(d\left( \varvec{r} \right)\) is characterized by the exponential autocorrelation function (e.g., Sato et al. 2012)
where ɛ and a are the standard deviation and correlation length, respectively, and the power spectrum for 3D case is
The exponential autocorrelation function corresponds to the von Kármán autocorrelation function with decay order of κ = 0.5, which controls the decay rate of the power spectrum at large wavenumbers. Random heterogeneity is generated in the wavenumber (k) domain by adjusting the designed power spectra [Eq. (3)] to a 3D Fourier transformation of a sequence of random numbers. Thus, different random seeds yield different random heterogeneity models.
We modeled the fluctuation with ε = 0.05 and a = 1, 3, and 5 km, assuming the correlation lengths in the horizontal and vertical components are identical. These values are consistent with those proposed in previous studies (summarized in Fig. 12 of Emoto et al. 2017). The maximum and minimum seismic velocities with fluctuation are set to mean ± 3ɛ. Hereinafter, the velocity models with and without random heterogeneity in the upper crust are referred to as the heterogeneous and homogeneous velocity models, respectively. The random heterogeneity in the upper crust (shallower than approximately 50 km) is considered to be more influential with respect to seismic waves than the deeper parts of the Earth (e.g., Gusev and Abubakirov 1999; Takemura et al. 2017). In the Kanto Plain, a vast area of the upper crust is covered by thick (up to several kilometers) sedimentary layers (see Fig. 1). North–south crosssectional view of the Swave velocity for the homogeneous and heterogeneous velocity models is shown in Fig. 2.
In this study, heterogeneity is considered only in the upper crust for the sake of computational efficiency in constructing the velocity models for the simulations. The thickness of the upper crust is approximately 10 km in the target region (see Fig. 2). The effect of heterogeneity in the lower crust was tested by 3D finitedifference simulations using a simpler model. Introducing heterogeneity in the lower crust in addition to the upper crust results in only slight differences in the ground motion, as shown in Additional file 1.
Scattering effects are expected to appear in seismic waves with wavelengths generally equal to or shorter than the correlation length of the random media (e.g., Sato et al. 2012). In this case, waves with wave lengths of 1, 3, and 5 km have periods of approximately 0.3, 0.9, and 1.5 s, respectively, in the media with V_{S} = 3200 m/s. Minimum mean free paths are 55, 17, and 10 km for a = 1, 3, and 5 km, respectively, with ε = 0.05, which is roughly consistent with the variety of the estimated values of scattering coefficient for the lithosphere (Fig. 1.3 of Sato et al. 2012). Therefore, the systematic influence of seismic scattering may be limited in the period range in the present study (1 s and longer). However, it is important to evaluate the effects of random crustal heterogeneity on the predicted ground motion in a realistic areal range, at least 200–300 km^{2}, for seismic hazard assessment in the Kanto region.
Groundmotion simulation
We use point source models as virtual seismic sources, located in the center of the Kanto Plain at a depth of 40 km and in the west of the Kanto Plain at a depth of 8 km, referred to as S1 and S2, respectively (see Fig. 1 for the locations of the source models). S1 and S2 are located near the subducting Philippine Sea Plate, but S1 is within the Oceanic mantle, whereas S2 is in the upper crust where the random heterogeneity is introduced. The source time function is expressed by differentiated smoothed ramp functions with rise times of 3.3 and 0.5 s. Three source models are used in this study as listed in Table 1. The focal mechanism of S1 is taken from a M_{w} 4.7 local event on January 30, 2015, 11:31 (UT) estimated by Fnet (Okada et al. 2004; http://www.fnet.bosai.go.jp/top.php?LANG=en). For S2, we used the strike and dip angles of the fault model of the 1923 Kanto earthquake (M_{S} 8.2) (e.g., Sato et al. 1998). Moment magnitudes for all source models are adjusted to 7.0.
We compute the groundmotion time histories on the engineering bedrock with a minimum Swave velocity of 350 m/s. Groundmotion simulations are conducted by a 3D finitedifference method with discontinuous grids (Aoi and Fujiwara 1999) using an opensource software GMS (Aoi et al. 2004). The maximum frequency of the target is 1 Hz. The computation covers the Kanto region as shown in Fig. 1, approximately 290 km (north–south) by 260 km (east–west). The grid spacing of the finitedifference simulations is set to 70 m and 35 m in the horizontal and vertical directions, respectively, in the region shallower than 8 km. The grid spacing is three times larger in the deeper region, which yields approximately 5 billion grid points in total. The simulated ground motion is lowpass filtered at 1 Hz.
Anelastic attenuation is modeled by multiplying the updates in velocity and stress fields at each time step by
where Q is the quality factor given by Q = Q_{0}f/f_{0} with a reference frequency f_{0} (Graves 1996). Here, Q_{0} is the frequencyindependent quality factor for the Swave defined at each grid point, for which we assume the same fluctuation as in V_{S} [Eq. (1)] in the upper crust. We use this Q model for the sake of simplicity in the bandlimited (< 1 Hz) analysis. The reference frequency f_{0} is set to 0.33 Hz in this study. Note that waves at frequencies higher than f_{0} undergo weaker attenuation compared with those at frequencies lower than f_{0}.
Simulation results
Ground motion at stations
First, we compare the simulation results obtained from the homogeneous and heterogeneous velocity models at individual stations in terms of velocity waveforms, Fourier amplitude spectra (FAS), and 5% damped velocity response spectra (Sv). Figures 3 and 4 show examples of ground motions for the homogeneous and heterogeneous (a = 5 km) velocity models using source models S1_3.3 and S2_3.3, respectively. Ratios of heterogeneous to homogeneous models are shown for FAS, which help visualizing the effect of introducing crustal heterogeneity in frequency domain. Ground motions for two examples of random heterogeneity with different seeds are plotted by blue and red traces. Station TKY025 is located on the thick sedimentary layers of the Kanto Plain, while GNMH14 is located outside the Kanto Plain (see Fig. 1 for the location of the stations). The depth to the upper crust, where random heterogeneity is applied, is approximately 1500 m and 170 m for TKY025 and GNMH14, respectively, in the velocity model. The epicentral distances for these stations are approximately 90–120 km for both sources S1 and S2.
Changes in the amplitudes and phases of the direct waves and the waves that arrive after the Swave (early coda) are observed at both stations, indicating interference of the waves caused by scattering and diffraction due to the random heterogeneity in the crust. The amplification of the waveforms of TKY025, located in the Kanto Plain, is mainly controlled by thick sedimentary layers, especially for the shallower source (S2_3.3). Still, the effects of the random heterogeneity within the upper crust are observed.
FAS ratios of heterogeneous to homogeneous models, in general, become higher or lower than 1 mainly at frequencies higher than about 0.2 Hz. The effects of heterogeneity in Sv appear in differences in amplitude levels in a frequency range from 0.05 to 1 Hz, as well as in the differences in spectral peaks, as seen in EW component of TKY025 at 0.2–0.5 Hz (Fig. 4).
Velocity waveforms, FAS ratios, and Sv plots at shorter hypocentral distances (approximately 40 km) for S2_3.3 are shown in Additional file 2, for stations inside and outside the Kanto Plain (KNG001 and TKY001, respectively). Again, we observe that the FAS ratios become noticeably higher or lower than 1 at frequencies higher than about 0.2 Hz for both sites.
The degree of such changes in ground motion due to random heterogeneity depends on the structural properties of the heterogeneity. The maximum amplitudes of the velocity waveforms, for example, can be larger or smaller by a factor of approximately 2, depending on the seed used. It is indicated that the effects of random heterogeneity at individual stations should not be evaluated by a single realization.
Spatial variability of ground motion
Figure 5 shows the distribution of peak ground velocity (PGV) at 2kminterval mesh for the homogeneous model (PGV_{hm}) and the heterogeneous models (PGV_{htr}) with a = 1, 3, and 5 km, using the S1_3.3 source model. Each PGV_{htr} exhibits overall patterns that are similar to PGV_{hm}, but with smallscale differences.
In order to clarify the effects of heterogeneity on PGV, the ratio of PGV_{htr} to PGV_{hm} (hereinafter PGV ratio) is shown on the map in Fig. 6 for source models S1_3.3, S1_0.5, and S2_3.3. Note that Fig. 6 shows PGV ratios for a single realization for each case. PGV ratio for four additional realizations for S1_3.3 with a = 5 km is shown in Additional file 3, which supports the claim that PGV ratio is directly related to the structure of the random heterogeneity, regardless of the location of the source or the sedimentary basin (e.g., Hartzell et al. 2010), because velocity models with different random seeds yield different patterns of PGV ratio.
As shown in Fig. 6, PGV ratio is generally within the range of ½–2. In particular, it is from about 2/3–3/2 for S1_3.3. For each source model, PGV ratio is relatively close to 1 for the heterogeneous model with a = 1 km. Small value of a results in small fluctuations in PGV because it is related to the level of the power spectrum of random heterogeneity at small wave numbers, as Yoshimoto et al. (2015) discussed in their interpretation of the hypocentral distance dependence of amplitude level variance. Comparison of PGV ratio for S1_3.3 and S1_0.5 indicates that the waves radiated from the shorterperiod pulse are more strongly affected by the random structure with relatively long correlation lengths, as compared to waves radiated from the 3.3sduration pulse. PGV ratio for S2_3.3 is larger than that for S1_3.3, suggesting that the waves radiated from a shallower source travel in the upper crust for a longer distance. Figure 7 shows the distribution of the natural logarithm (ln) of PGV ratio for different correlation lengths, all of which are well described by a normal distribution with a mean of approximately zero.
In Fig. 8, ln of PGV ratios at 2kminterval mesh are plotted with respect to epicentral distance, showing that the variability of PGV ratio generally increases with distance. For S1_3.3 and S2_3.3, PGV ratio exceeds a factor of 2 (0.69 in ln units) at distances greater than approximately 100 km. PGV ratio for S1_0.5 is more scattered compared with those for S1_3.3 and S2_3.3 and reaches a factor of nearly 4 (1.38 in ln units) at approximately 100 km.
In order to clarify the distance dependency, the dataset of PGV ratio is divided into distance bins of 0–15, 15–30, 30–60, 60–90, 90–120, 120–150, and 150–180 km, and the standard deviation (SD) is plotted with respect to distance in Fig. 9. The same analysis is applied to Sv at periods of 2, 3, and 5 s. Since the logarithms of PGV and Sv ratio are the residuals between the homogeneous and heterogeneous models, SD corresponds to withinevent groundmotion variability due to the random heterogeneity of the propagation paths. SD generally increases with distance and then reaches a peak at a distance around 100 km. For S1_3.3 with a = 3 and 5 km, SD for Sv (2 s) reaches 0.3 at a distance of 120–150 km, whereas it is less than 0.2 at distances of less than 90 km. This may be explained by an analogy to amplitude fluctuation of shortperiod waves in heterogeneous media that saturate at a certain traveling distance (e.g., Hoshiba 2000; Yoshimoto et al. 2015).
In Fig. 10, ln of Sv heterogeneoustohomogeneous ratios averaged over the 174 KNET and KiKnet stations (see Fig. 1 for the location) and five realizations of random heterogeneity are plotted for each period, in an attempt to clarify the systematic bias (model bias) of Sv for the heterogeneous models from that for the homogeneous model. The mean plot is nearly flat at zero at periods from 1 to 10 s for both of the source models S1_3.3 and S2_3.3, suggesting that no systematic amplification or deamplification of ground motion was caused by introducing random heterogeneity in the crust in the studied area. On the other hand, SD clearly increases as the period approaches the minimum period of 1 s, up to 0.2–0.3 for the model with a = 5 km.
Our analysis so far used ɛ = 0.05 for the standard deviation of the velocity fluctuation. In Fig. 11, we show the effect of the choice of ɛ on PGV ratio and the model bias of Sv in the same manner as Figs. 7 and 10, using simulation results for S1_3.3 with a = 5 km. The standard deviation of the distribution of the PGV ratio increases as the value of ɛ increases; it is 0.10, 0.14, and 0.17 for ɛ = 0.03, 0.05, and 0.07, respectively. The model bias for ɛ = 0.03, 0.05, and 0.07 is similar to each other, with the mean plot being flat at zero. SD increases as the period approaches to the minimum period for all cases, but it is smaller for smaller values of ɛ.
Conclusions
We investigated the effects of shortwavelength heterogeneity in the crust on longperiod (periods 1 s and longer) ground motion by conducting 3D finitedifference simulations in the Kanto region of Japan. Heterogeneity in the upper crust (V_{S} = 3200–3400 m/s) was modeled by introducing random fluctuations of the seismic velocity characterized by the exponential autocorrelation function. We investigated the effects of the random heterogeneity for PGV, FAS, and Sv on the engineering bedrock (V_{S} ~ 350 m/s) in terms of mean level and variability, for various correlation lengths, source locations, and source time functions.
Based on numerical simulations, the effects of random heterogeneity on the ground motion appeared in changes in the amplitudes and phases of both the direct waves and later phases, as well as the amplitudes and spectral peaks of FAS and Sv. The degree of such changes differs from place to place and from one realization of random heterogeneity to another.
The distribution of the heterogeneoustohomogeneous ratio of PGV (PGV ratio) at 2kminterval mesh was well described by a lognormal distribution with a mean of approximately zero. For a correlation length of 3–5 km and ε = 0.05, PGV ratio was found to be within a factor of 2 for a source duration of 3.3 s, whereas it reached a factor of approximately 4 for a source duration of 0.5 s. PGV ratio is significantly smaller for a correlation length of 1 km, suggesting that the correlation length of 1 km is shorter than the dominant wave length in our simulations. PGV ratio for a shallow source at a depth of 8 km (S2_3.3) is generally larger than that for a deep source at 40 km (S1_3.3), because the waves radiated form S2 travel in the upper crust for greater distance.
SD of ln of PGV ratio generally increases with distance up to a certain value, after which it saturates or decreases. For a correlation length of 3–5 km with a source duration of 3.3 s, SD reaches 0.2–0.3 (in ln units; a factor of 1.2–1.3) at distances of approximately 100 km.
We calculated ln of Sv ratio averaged over the surface of the computed area and five realizations of random heterogeneity. The mean value is nearly flat at zero for the period range from 1 to 10 s, suggesting that the bias of the heterogeneous model from the homogeneous model is almost negligible in the period range studied herein. The standard deviation increased with decreasing period and was approximately 0.2–0.3 in ln units at periods of 1–2 s.
Although the results in this study are derived from simulations with limited combinations of parameters for random heterogeneity, the results provide information to grasp the groundmotion variability due to random heterogeneity in the propagation path for a realistic 3D velocity model in the Kanto region. However, the local characteristics of shortwavelength crustal heterogeneity have not been appropriately modeled at present. A better understanding of crustal heterogeneity, along with source rupture and site responses, is essential to advances in 3D physicsbased groundmotion simulations toward frequencies of 1 Hz and higher. As a next step, it is also necessary to include shortwavelength heterogeneity within the sedimentary layers of the Kanto Plain, the characteristics of which differ in scale from those in the crust.
Abbreviations
 3D:

threedimensional
 HERP:

the Headquarters for Earthquake Research Promotion
 JIVSM:

Japan Integrated Velocity Structure Model
 FAS:

Fourier amplitude spectrum
 Sv:

velocity response spectrum
 PGV:

peak ground velocity
 SD:

standard deviation
References
Aoi S, Fujiwara H (1999) 3D finitedifference method using discontinuous grids. Bull Seism Soc Am 89:918–930
Aoi S, Hayakawa T, Fujiwara H (2004) Ground motion simulator: GMS. BUTSURITANSA 57:651–666 (in Japanese with English abstract)
Emoto K, Saito T, Shiomi K (2017) Statistical parameters of random heterogeneity estimated by analyzing coda waves based on finite difference method. Geophys J Int 211:1575–1584. https://doi.org/10.1093/gji/ggx387
Frankel A, Clayton RW (1984) A finitedifference simulation of wave propagation in twodimensional random media. Bull Seism Soc Am 74:2167–2186
Fujiwara H, Kawai S, Aoi S, Morikawa N, Senna S, Kudo N, Ooi M, Hao KXS, Hayakawa Y, Toyama N, Matsuyama H, Iwamoto K, Suzuki H, Liu Y (2009) A study on subsurface structure model for deep sedimentary layers of Japan for strongmotion evaluation. Tech Note Natl Res Inst Earth Sci Disaster Prev 337:272 (in Japanese)
Gaebler PJ, Eulenfeld T, Wegler U (2015) Seismic scattering and absorption parameters in the WBohemia/Vogtland region from elastic and acoustic radiative transfer theory. Geophys J Int 203:1471–1481. https://doi.org/10.1093/gji.ggv393
Graves R (1996) Simulating seismic wave propagation in 2D elastic media using staggeredgrid finite differences. Bull Seism Soc Am 86:1091–1106
Graves R, Pitarka A (2016) Kinematic groundmotion simulations on rough faults including effects of 3D stochastic velocity perturbations. Bull Seism Soc Am 106:2136–2153. https://doi.org/10.1785/0120160088
Gusev AA, Abubakirov IR (1999) Vertical profile of effective turbidity reconstructed from broadening of incoherent bodywave pulses—II. Application to Kamchatka data. Geophys J Int 136:309–323. https://doi.org/10.1046/j.1365246X.1999.00741.x
Hartzell S, Harmsen S, Frankel A (2010) Effects of 3D random correlated velocity perturbations on predicted ground motions. Bull Seism Soc Am 100:1415–1426. https://doi.org/10.1785/0120090060
Headquarters for Earthquake Research Promotion (2017) National seismic hazard maps for Japan. https://www.jishin.go.jp/evaluation/seismic_hazard_map/shm_report/shm_report_2017/. Accessed 18 Sept 2018
Hisada Y (2001) A theoretical omegasquare model considering spatial variation in slip and rupture velocity. Part 2: case for a twodimensional source model. Bull Seism Soc Am 91:651–666. https://doi.org/10.1785/0120000097
Hoshiba M (2000) Large fluctuation of wave amplitude reproduced by small fluctuation of velocity structure. Phys Earth Planet Int 120:201–217. https://doi.org/10.1016/S00319201(99)00165X
Imperatori W, Mai PM (2013) Broadband nearfield ground motion simulations in 3dimensional scattering media. Geophys J Int 192:725–744. https://doi.org/10.1093/gji/ggs041
Iwaki A, Maeda T, Morikawa N, Aoi S, Fujiwara H (2016) Kinematic source models for longperiod ground motion simulations of megathrust earthquakes: validation against ground motion data for the 2003 Tokachioki earthquake. Earth Planets Space 68:95. https://doi.org/10.1186/s4062301604736
Koketsu K, Miyake H, Suzuki H (2012) Japan Integrated Velocity Structure Model version 1. In: 15th world conference on earthquake engineering, Lisbon, Portugal, 12–17 Oct
Magistrale H, Day S, Clayton RW, Graves R (2000) The SCEC Southern California reference threedimensionalseismic velocity model version 2. Bull Seism Soc Am 90:S65–S76
Okada Y, Kasahara K, Hori S, Obara K, Sekiguchi S, Fujiwara H, Yamamoto A (2004) Recent progress of seismic observation networks in Japan—Hinet, Fnet, KNET and KiKnet. Earth Planets Space 56:xv–xxviii. https://doi.org/10.1186/BF03353076
Sato T, Graves RW, Somerville PG, Kataoka S (1998) Estimates of regional and local strong motions during the great 1923 Kanto, Japan, earthquake (M _{S} 8.2). Part 2: forward simulation of seismograms using variableslip rupture models and estimation of nearfault longperiod ground motions. Bull Seism Soc Am 88:206–227
Sato H, Fehler M, Maeda T (2012) Seismic wave propagation and scattering in the heterogeneous earth, 2nd edn. Springer, Berlin, p 496
Sekiguchi H, Yoshimi M, Horikawa H, Yoshida K, Kunimatsu S, Satake K (2008) Prediction of ground motion in the Osaka sedimentary basin associated with the hypothetical Nankai earthquake. J Seismol 12:185–195. https://doi.org/10.1007/s1095000790778
Senna S, Maeda T, Inagaki Y, Suzuki H, Matsuyama H, Fujiwara H (2013) Modeling of the subsurface structure from the seismic bedrock to the ground surface for broadband strong motion evaluation. J Disaster Res 8(5):889–903. https://doi.org/10.20965/jdr.2013.p0889
Shaw J, Plesch A, Tape C, Suess MP, Jordan T, Ely G, Hauksson E, Tromp J, Tanimoto T, Graves R, Olsen K, Nicholson C, Maechling P, Rivero C, Lovely P, Brankman C, Munster J (2015) Unified structural representation of the southern California crust and upper mantle. Earth Plan Sci Lett 415:1–15. https://doi.org/10.1016/j.epsl.2015.01.016
Takemura S, Furumura T, Maeda T (2015) Scattering of highfrequency seismic waves caused by irregular surface topography and smallscale velocity inhomogeneity. Geophys J Int 201:459–474. https://doi.org/10.1093/gji/ggv038
Takemura S, Kobayashi M, Yoshimoto K (2017) Highfrequency seismic wave propagation within the heterogeneous crust: effects of seismic scattering and intrinsic attenuation on ground motion modeling. Geophys J Int 210:1806–1822. https://doi.org/10.1093/gji/ggx269
Wessel P, Smith WHF (1998) New, improved version of generic mapping tools released. EOS Trans Am Geophys Union 79:579
Wirth E, Frankel A, Vidale J (2017) Evaluating a kinematic method for generating broadband ground motions for great subduction zone earthquakes: application to the 2003 M _{W} 8.3 TokachiOki earthquake. Bull Seism Soc Am 107:1747–1753. https://doi.org/10.1785/0120170065
Yoshimoto K, Takemura S, Kobayashi M (2015) Application of scattering theory to Pwave amplitude fluctuations in the crust. Earth Planets Space 67:199. https://doi.org/10.1186/s4062301503660
Authors’ contributions
AI performed the simulations and data processing and drafted the manuscript. TM and ST helped set up the simulation models and interpret the results. NM and HF contributed to discussion of the results. All authors read and approved the final manuscript.
Acknowledgements
We thank the editor Takuto Maeda and two anonymous reviewers for thoughtful comments that helped improve this article. Most figures were drawn using the Generic Mapping Tools software (Wessel and Smith 1998).
Competing interests
The authors declare that they have no competing interests.
Availability of data and materials
Please contact the corresponding author for data requests. The 3D velocity model of the Kanto region and JIVSM are available from HERP Web site.
Funding
This study was supported by the “Support Program for Longperiod Ground Motion Hazard Maps of Japan” of the Ministry of Education, Culture, Sports, Science, and Technology of Japan.
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Additional files
Additional file 1.
Numerical tests to investigate the effect of heterogeneity in the lower crust. CASE0, CASE1, and CASE2 correspond to the velocity models without random heterogeneity, with random heterogeneity in the upper crust, and with random heterogeneity in the upper and lower crust. Table S1. Description of the point source models. Figure S1. Velocity models used in the tests, showing the horizontal plane at depth of zero (top panel), vertical crosssectional views at X = 50 km for CASE1 and CASE 2 (middle and bottom panels, respectively). Triangles and the stars denote the receivers and hypocenter, respectively. Grid spacing for the finitedifference simulations are 100 m and 50 m for the horizontal and vertical directions, respectively, down to the depth of 16 km. Figure S2. Velocity waveforms at the receivers for the source at the depth of (a) 10 km and (b) 25 km. Gray, red, and blue lines correspond to CASE0, CASE1, and CASE2. Waveforms are lowpass filtered at 1 Hz.
Additional file 2: Figure S3.
Additional examples of ground motion at shorter hypocentral distances for S2_3.3. See Fig. 4 caption for detail.
Additional file 3: Figure S4.
PGV ratio for four realizations of random heterogeneity that are different from that in Fig. 6. Heterogeneous velocity model with a = 5 km and the source model S1_3.3 are used.
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Iwaki, A., Maeda, T., Morikawa, N. et al. Effects of random 3D upper crustal heterogeneity on longperiod (≥ 1 s) groundmotion simulations. Earth Planets Space 70, 156 (2018). https://doi.org/10.1186/s4062301809305
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Keywords
 Longperiod ground motion
 Groundmotion variability
 Seismic wave propagation
 Crustal heterogeneity
 Kanto Plain