scholarly journals Simulation of Strong Ground Motions of the 2016 Tottori-Chubu Earthquake based on Dynamic Rupture Model

2019 ◽  
Vol 19 (5) ◽  
pp. 5_125-5_135
Author(s):  
Tetsushi WATANABE ◽  
Kenichi KATO ◽  
Yasuhiro OHTSUKA ◽  
Kazuhito HIKIMA ◽  
Tomiichi UETAKE ◽  
...  
Author(s):  
Zhenguo Zhang ◽  
Wenqiang Zhang ◽  
Danhua Xin ◽  
Kejie Chen ◽  
Xiaofei Chen

Abstract We explore the 2019 Mw 7.1 Ridgecrest earthquake dynamic rupture on the nonplanar fault with homogeneous dynamic parameters using a layered media model. Our model shows that this event produced an average of 1.9 m of right-lateral slip with a maximum slip of ∼4.2  m at the place near the epicenter, and the variation of fault-plane strike angles from the middle to the southeastern segment appears to have behaved as a “stress barrier,” which postponed the rupture. We also compare the synthetics based on our dynamic rupture with the field records and find good agreement with the static Global Positioning System (GPS) coseismic offsets and strong ground motion waveforms. Our work provides a dynamic-rupture interpretation of the Mw 7.1 Ridgecrest earthquake.


2021 ◽  
Vol 11 (15) ◽  
pp. 7041
Author(s):  
Baoyintu Baoyintu ◽  
Naren Mandula ◽  
Hiroshi Kawase

We used the Green’s function summation method together with the randomly perturbed asperity sources to sum up broadband statistical Green’s functions of a moderate-size source and predict strong ground motions due to the expected M8.1 to 8.7 Nankai-Trough earthquakes along the southern coast of western Japan. We successfully simulated seismic intensity distributions similar to the past earthquakes and strong ground motions similar to the empirical attenuation relations of peak ground acceleration and velocity. Using these results, we predicted building damage by non-linear response analyses and find that at the regions close to the source, as well as regions with relatively thick, soft sediments such as the shoreline and alluvium valleys along the rivers, there is a possibility of severe damage regardless of the types of buildings. Moreover, the predicted damage ratios for buildings built before 1981 are much higher than those built after because of the significant code modifications in 1981. We also find that the damage ratio is highest for steel buildings, followed by wooden houses, and then reinforced concrete buildings.


2015 ◽  
Vol 21 (47) ◽  
pp. 83-88
Author(s):  
Masayuki NAGANO ◽  
Ryo UEDA ◽  
Kenichi KATO ◽  
Yasuhiro OTSUKA ◽  
Kazuhito HIKIMA ◽  
...  

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