Design of Huge Complex Building of Two Structurally Independent Seismic Isolation Structures Coupled by Unique Expansion Joint
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Détails bibliographiques
| Auteur(s): |
Masaru Kokonno
(TAKENAKA CORPORATION)
Tatsuhiko Maeda (TAKENAKA CORPORATION) Keita Tahara (TAKENAKA CORPORATION) Marina Kouda (TAKENAKA CORPORATION) Yoshiaki Sawai (TAKENAKA CORPORATION) Hidemi Ikeda (TAKENAKA CORPORATION) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019 | ||||
| Publié dans: | The Evolving Metropolis | ||||
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| Page(s): | 1681-1688 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| DOI: | 10.2749/newyork.2019.1681 | ||||
| Abstrait: |
For large‐scale complex facilities, the authors designed seismic isolation structures which were ensured the highest‐level safety in a rational and economic way. We split the building into two first, and then planned the buildings so that their spans and story heights might be optimum according to their uses, and performed the structural design of each building in pursuit of rationality and economic efficiency as well as safety. Finally, the buildings were integrated into one by connecting the two seismic isolation buildings with special expansion joint which was developed for these buildings. Additionally, we considered long‐period earthquakes and strong inland earthquakes that were larger than the reference earthquake of the Japanese Building Codes to ensure highest‐level aseismic performance. |
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| Mots-clé: |
Joint de dilatation
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