Abstract
In this chapter, we present an overview of the E-Simulator for application to seismic response analysis of building structures. Accuracy and computational performance of simulation using the E-Simulator are discussed through examples of seismic response analysis of a four-story steel frame, buckling analysis of a column, and simulations of static cyclic responses of a composite beam and an exterior wall. Results of seismic response analysis with fixed base as well as soil-structure interaction analysis are presented for a high-rise building frame. Computational performance using the K computer is also discussed.
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Acknowledgments
This study is a part of Building Structures Working Group (Leader: Prof. Makoto Ohsaki, Kyoto University) of E-Simulator Development Committee (Leader: Prof. Muneo Hori, The University of Tokyo) of NIED. The authors acknowledge the valuable contribution from the committee members, and the financial support by NIED. The present study was also supported by MEXT of Japan through a grant for research on HPCI Strategic Program Field No. 3. The contribution by Dr. Tomonobu Ohyama, Mr. Kiyoshi Yuyama, Mr. Shuhei Takaya, and Mr. Koji Nishimoto at Allied Engineering Corporation for model building and numerical analysis is also acknowledged.
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Ohsaki, M., Miyamura, T., Kohiyama, M., Yamashita, T., Akiba, H. (2016). Seismic Response Simulation of Building Structures. In: Yoshimura, S., Hori, M., Ohsaki, M. (eds) High-Performance Computing for Structural Mechanics and Earthquake/Tsunami Engineering. Springer Tracts in Mechanical Engineering. Springer, Cham. https://doi.org/10.1007/978-3-319-21048-3_4
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DOI: https://doi.org/10.1007/978-3-319-21048-3_4
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