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Seismic response simulation of building structures
https://nied-repo.bosai.go.jp/records/4099
https://nied-repo.bosai.go.jp/records/409936b4c0f4-d183-4cda-8b14-5fc3767b7aa9
| Item type | researchmap(1) | |||||||||||||||||||||||||
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| 公開日 | 2023-10-02 | |||||||||||||||||||||||||
| タイトル | ||||||||||||||||||||||||||
| 言語 | ja | |||||||||||||||||||||||||
| タイトル | Seismic response simulation of building structures | |||||||||||||||||||||||||
| タイトル | ||||||||||||||||||||||||||
| 言語 | en | |||||||||||||||||||||||||
| タイトル | Seismic response simulation of building structures | |||||||||||||||||||||||||
| 著者 |
Makoto Ohsaki
× Makoto Ohsaki
× Tomoshi Miyamura
× Masayuki Kohiyama
× Takuzo Yamashita
× Hiroshi Akiba
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| 抄録 | ||||||||||||||||||||||||||
| 内容記述タイプ | Other | |||||||||||||||||||||||||
| 内容記述 | c 2016 Springer International Publishing Switzerland. 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. | |||||||||||||||||||||||||
| 言語 | ja | |||||||||||||||||||||||||
| 抄録 | ||||||||||||||||||||||||||
| 内容記述タイプ | Other | |||||||||||||||||||||||||
| 内容記述 | c 2016 Springer International Publishing Switzerland. 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. | |||||||||||||||||||||||||
| 言語 | en | |||||||||||||||||||||||||
| 書誌情報 |
ja : Springer Tracts in Mechanical Engineering en : Springer Tracts in Mechanical Engineering 巻 19, p. 105-139, 発行日 2016-01-01 |
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| 収録物識別子タイプ | ISSN | |||||||||||||||||||||||||
| 収録物識別子 | 2195-9862 | |||||||||||||||||||||||||
| DOI | ||||||||||||||||||||||||||
| 関連識別子 | 10.1007/978-3-319-21048-3_4 | |||||||||||||||||||||||||
