3D Nonlinear Parallel FEM for Analyzing Dynamic Response of the LargeScale Saturated Soil Layers-Civil Structures Interaction Problem (Part I: Formulation and its Numerical Solution)
In this analytical study a 3D nonlinear parallel FEM algorithm was developed to overcome the physical limitation of a single processor computer when analysing the dynamic response of interaction between a large-scale saturated soil layers and civil structures. The parallel algorithm was derived base...
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| Format: | Article |
| Language: | English |
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Institut Teknologi Bandung
2010-12-01
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| Series: | Jurnal Teknik Sipil |
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| Online Access: | http://journals.itb.ac.id/index.php/jts/article/view/2773/1374 |