Technological Advances in Japan’s High-Rise Buildings
Jerzy Szołomicki
jerzy.szolomicki@pwr.edu.plFaculty of Civil Engineering; Wroclaw University of Science and Technology; (Poland)
https://orcid.org/0000-0002-1339-4470
Hanna Golasz-Szołomicka
Faculty of Architecture; Wroclaw University of Science and Technology; (Poland)
https://orcid.org/0000-0002-1125-6162
Abstract
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.
Keywords:
Core structure, damping system, high-rise buildingsReferences
www.skyscrapercenter.com/city. [Accessed: 21 Apr 2019]
Google Scholar
Perez R. “The Historical Development of the Tokyo Skyline: Timeline and Morphology”. Journal of Asian Architecture and Building Engineering, September 2014, pp. 609-615. https://doi.org/10.3130/jaabe.13.609
DOI: https://doi.org/10.3130/jaabe.13.609
Google Scholar
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.
Google Scholar
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.
Google Scholar
Arch20 – Next Tokyo 2045. Available online: https://www.arch2o.com/next-tokyo-2045-kpf/arch2o-next-tokyo-2045-01/ [Accessed: 16 Sept 2019].
Google Scholar
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.
Google Scholar
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.
Google Scholar
Kareem A., Kijewski T., Tamura Y.“Mitigation of Motions of Tall Buildings with Specific Examples of Recent Applications”, 1999, p. 104.
DOI: https://doi.org/10.12989/was.1999.2.3.201
Google Scholar
Harada T., Yonezu M.“Forging a Supertall Compact City”. International Journal on Tall Buildings and Urban Habitat, Issue II, 2015, pp. 12-20.
Google Scholar
Hanaima A., Hirano T., Tohki H. “Osaka World Trade Center”. Structural Engineering International, vol. 8,1998, Issue 1, pp. 28-29.
DOI: https://doi.org/10.2749/101686698780489711
Google Scholar
Mitsui Fudosan Co., Ltd. “Homepage of Tokyo Midtown“, from Tokyo Midtown Website: http://www.tokyo-midtown.com/en/midtown.html. [Accessed: 21 Aug 2018]
Google Scholar
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.
Google Scholar
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
DOI: https://doi.org/10.21022/IJHRB.2017.6.3.207
Google Scholar
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]
Google Scholar
Yamanaka M. “Dentsu Building”. Steel Construction Today &Tomorrow, no 17, 2006.
Google Scholar
Noritaka P. “Case Study: Mode Gakuen Cocoon Tower”. CTBUH Research Paper, Issue 1, 2009, pp. 16-19.
Google Scholar
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.
Google Scholar
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
DOI: https://doi.org/10.4028/www.scientific.net/AMR.133-134.79
Google Scholar
Authors
Jerzy Szołomickijerzy.szolomicki@pwr.edu.pl
Faculty of Civil Engineering; Wroclaw University of Science and Technology; Poland
https://orcid.org/0000-0002-1339-4470
Authors
Hanna Golasz-SzołomickaFaculty of Architecture; Wroclaw University of Science and Technology; Poland
https://orcid.org/0000-0002-1125-6162
Statistics
Abstract views: 600PDF downloads: 369
License
This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
Budownictwo i Architektura supports the open science program. The journal enables Open Access to their publications. Everyone can view, download and forward articles, provided that the terms of the license are respected.
Publishing of articles is possible after submitting a signed statement on the transfer of a license to the Journal.