Development of Framework for Seismic Response Analysis of Storage Tank Based on Fault‑Structure System

Authors

  • Tilak Pokharel CEO, GHEaSES International, Nepal Author
  • Tsuyoshi Ichimura Professor, The University of Tokyo, Japan Author
  • Muneo Hori Professor, The University of Tokyo, Japan Author
  • Toshio Nagashima Professor, The University of Tokyo, Japan Author

DOI:

https://doi.org/10.3126/jsce.v2i0.22485

Keywords:

earthquake response, long period ground motion, FEM, storage tank

Abstract

In this study, the framework for the seismic response analysis of oil-storage tank along fault-structure system concept has been presented; where the long period ground motion simulation and sloshing simulation based on 3D finite element method (FEM) is integrated. Three dimensional finite element model is constructed using multi-resolution structured and unstructured mesh for the ground motion prediction. For the sloshing analysis Lagrangian Finite Element Method is used. Also the effect of surface topography on the sloshing response is checked and the effect is found to be significant.

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Published

2014-01-30

Issue

Vol. 2 (2014)

Section

Research Papers

Categories

License

Copyright (c) 2014 Khwopa Engineering College and Khwopa College of Engineering

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

This license allows reusers to copy and distribute the material in any medium or format in unadapted form only, for noncommercial purposes only, and only so long as attribution is given to the creator.

How to Cite

Pokharel, T., Ichimura , T., Hori, M., & Nagashima, T. (2014). Development of Framework for Seismic Response Analysis of Storage Tank Based on Fault‑Structure System. Journal of Science and Engineering (JScE), 2, 36-40. https://doi.org/10.3126/jsce.v2i0.22485