scholarly journals Fast Finite Element Analysis Method Using Multiple GPUs for Crustal Deformation and its Application to Stochastic Inversion Analysis with Geometry Uncertainty

2017 ◽  
Vol 108 ◽  
pp. 765-775 ◽  
Author(s):  
Takuma Yamaguchi ◽  
Kohei Fujita ◽  
Tsuyoshi Ichimura ◽  
Takane Hori ◽  
Muneo Hori ◽  
...  
2017 ◽  
Vol 11 (05) ◽  
pp. 1750018
Author(s):  
Tsuyoshi Ichimura ◽  
Ryoichiro Agata ◽  
Takane Hori ◽  
Kenji Satake ◽  
Kazuto Ando ◽  
...  

Higher fidelity seafloor topography and crustal structure models have become available with accumulation of observation data. Previous studies have shown that the consideration of such high-fidelity models produces significant effects, in some cases, on crustal deformation results that are used as inputs for tsunami analysis. However, it is difficult to apply high-fidelity model of crustal deformation computations to tsunami computations because of large computational costs. In this paper, we propose a new crustal deformation computation method for estimating inputs for tsunami computations, which is based on a finite element analysis method with remarkable reduction of computation costs by efficient use of the arithmetic space and the solution space. This finite element analysis method enables us to conduct [Formula: see text]-times crustal deformation computations using high-fidelity models with a degree of freedom on the order of [Formula: see text] for the 2011 Tohoku earthquake example. Tsunami computations with typical settings are conducted as an application example to present the advantages and characteristics of the proposed method. Comparisons between results of the proposed and the conventional method reveal that large shallow fault slip around the trench axis may lead to significant differences in tsunami waveforms and inundation height distributions in some cases.


2016 ◽  
Vol 206 (1) ◽  
pp. 114-129 ◽  
Author(s):  
Tsuyoshi Ichimura ◽  
Ryoichiro Agata ◽  
Takane Hori ◽  
Kazuro Hirahara ◽  
Chihiro Hashimoto ◽  
...  

2018 ◽  
Vol 55 (4) ◽  
pp. 666-675
Author(s):  
Mihaela Tanase ◽  
Dan Florin Nitoi ◽  
Marina Melescanu Imre ◽  
Dorin Ionescu ◽  
Laura Raducu ◽  
...  

The purpose of this study was to determinate , using the Finite Element Analysis Method, the mechanical stress in a solid body , temporary molar restored with the self-curing GC material. The originality of our study consisted in using an accurate structural model and applying a concentrated force and a uniformly distributed pressure. Molar structure was meshed in a Solid Type 45 and the output data were obtained using the ANSYS software. The practical predictions can be made about the behavior of different restorations materials.


2018 ◽  
Vol 1 (1) ◽  
Author(s):  
Zhenli Yang

With the continuous development of urban construction projects in HebeiProvince, the rise and development of high-rise buildings and undergroundengineering, the design and research of foundation pit support structure has become more and more important. The design of the foundation pit support structure directly affects the settlement and position changes of the building itself and the surrounding stratum. In this paper, the characteristics of foundation pit support are analyzed, and the related theories of finite element analysis method are introduced. Combined with the actual situation of Hebei Province, the finite element analysis method is used to simulate the construction method of foundation pile anchor support structure system. The design was analyzed and studied.


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