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The architectural and structural analysis of selected high-rise buildings in Japan is presented in this paper. Tokyo, Osaka and Nagoya have the largest share in development of high-rise buildings. Those cities are very densely populated and moreover they are located in one of the most active seismic zones. The combination of these factors has resulted in the creation of sophisticated designs and innovative engineering solutions, especially in the field of design and construction of high-rise buildings. The foreign architectural studios (Jean Nouvel, Kohn Pedesen Associates, Skidmore, Owings & Merrill) which specialize in the designing of skyscrapers, played a major role in the development of technological ideas and architectural forms for such extraordinary engineering structures. Among the projects completed by them, there are examples of high-rise buildings that set precedents for future development. An essential aspect which influences the design of high-rise buildings is the necessity to take into consideration their dynamic reaction to earthquakes and counteracting wind vortices. The need to control motions of these buildings, induced by the force coming from earthquakes and wind, led to the development of various methods and devices for dissipating energy during such phenomena. Currently, Japan is a global leader in seismic technologies which safeguard seismic influence on high-rise structures. Due to these achievements the most modern skyscrapers in Japan are able to withstand earthquakes with a magnitude of over seven degrees at the Richter scale. Applied damping devices applied are of a passive type, which do not require additional power supply or active type which need the input of extra energy. In recent years also hybrid dampers were used, with an additional active element to improve the efficiency of passive damping.
Czasopismo
Rocznik
Tom
Strony
47--71
Opis fizyczny
Bibliogr. 18 poz., fig.
Twórcy
autor
- Zakład Fizyki Budowli i Komputerowych Metod Projektowania, Wydział Budownictwa Lądowego, i Wodnego, Politechnika Wrocławska
autor
- Katedra Historii Architektury, Sztuki i Techniki, Wydział Architektury, Politechnika Wrocławska
Bibliografia
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- 3. Malott D., Robertson L., Hiei K., Werner H. „Next Tokyo 2045: A Mile-High Tower Rooted in Intersecting Ecologies”. CTBUH Journal, Issue II, 2015, pp. 30-35.
- 4. Tsuji M., Kanno R. “Advances in Steel Structures and Steel Materials in Japan”. Nippon Steel & Sumitomo Metal Technical Report, no. 113, December 2016, pp. 3-12.
- 5. Arch20 – Next Tokyo 2045. Available online: https://www.arch2o.com/next-tokyo-2045-kpf/arch2o-next-tokyo-2045-01/ [Accessed: 16 Sept 2019].
- 6. Kareem A., Spence J., Bernardini E., Bobby S., Wei D. “Using computational fluid dynamics to optimize tall building design”. CTBUHJ, Issue III, 2013, pp. 38-42.
- 7. Kawecki J., Masłowski R. “Zastosowanie tłumików pasywnych quasi-aktywnych i hybrydowych do redukcji drgań sejsmicznych i parasejsmicznych budowli – przegląd rozwiązań” (in Polish). Czasopismo Techniczne, vol. 11, 2010, pp. 59-67.
- 8. Kareem A., Kijewski T., Tamura Y.“Mitigation of Motions of Tall Buildings with Specific Examples of Recent Applications”, 1999, p. 104.
- 9. Harada T., Yonezu M.“Forging a Supertall Compact City”. International Journal on Tall Buildings and Urban Habitat, Issue II, 2015, pp. 12-20.
- 10. Hanaima A., Hirano T., Tohki H. “Osaka World Trade Center”. Structural Engineering International, vol. 8,1998, Issue 1, pp. 28-29.
- 11. Mitsui Fudosan Co., Ltd. “Homepage of Tokyo Midtown“, from Tokyo Midtown Website: http://www.tokyo-midtown.com/en/midtown.html. [Accessed: 21 Aug 2018]
- 12. Hitomi Y., Takahashi H., Karasaki H. “Toranomon Hills – Super High-Rise Building on Urban Highway”. International Journal of High-Rise Buildings, vol. 3, no. 3, 2014, pp. 167-171.
- 13. Tsuchihashi T., Yasuda M. “Rapid Diagnosis Systems Using Accelerometers in Sejsmic Damage of Tall Buildings”. International Journal of High-Rise Buildings, vol. 6, 2017, pp. 207-216. https://doi.org/10.21022/IJHRB.2017.6.3.207
- 14. Alexander L. „The Tokyo skyscrapers that can withstand a major earthquake”. Available online: https://www.ft.com/content/3efc4da8-c3bd-11e2-aa5b-00144feab7de [Accessed: 16 Sept 2019]
- 15. Yamanaka M. “Dentsu Building”. Steel Construction Today &Tomorrow, no 17, 2006.
- 16. Noritaka P. “Case Study: Mode Gakuen Cocoon Tower”. CTBUH Research Paper, Issue 1, 2009, pp. 16-19.
- 17. Groesbeck C., DeVries J., Klemencic R., McDonald J. “Tall Buildings in Future Development of Metropolitan Universities”. CTBUH Research Paper, 9th World Congress, 2012, pp. 707-714.
- 18. Toshikazu H., Chikahiro M., Yasushi N., Kazuhito N., Naohito K., Hideyuki M., Masayuki M. “Seismic and Wind Performance of Five-Storied Pagoda of Timber Heritage Structure”. Advanced Materials Research, vols. 133-134, 2010, pp. 79-95. https://doi.org/10.4028/www.scientific.net/AMR.133-134.79
Uwagi
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-5dcbfd27-17ca-4119-93e0-ed616101393f