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Constructional Features of the Stiffness of Shearwalls in Lightweight Steel Framed Buildings Cover

Constructional Features of the Stiffness of Shearwalls in Lightweight Steel Framed Buildings

Open Access
|Dec 2019

References

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  2. IRC Wall Bracing: A Guide (2018) for Builders, Designers and Plan Reviewers. ABTG Research Report No. 1601-01. Available at: https://www.appliedbuildingtech.com/system/files/abtgrr_1601-01_irc_2015_wall_bracing_guide.pdf.
  3. Kováč, M (2015)Elastic critical axial force for the torsional-flexural buckling of thin-walled metal members: an approximate method. Slovak Journal of Civil Engineering, Vol. 23, No. 1, pp. 23 – 32.10.1515/sjce-2015-0004
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  5. Рекомендации (1980) по учету жесткости диафрагм из стального профилированного настила в покрытиях одноэтажных производственных зданий при горизонтальных нагрузках (Recommendations for accounting for the stiffness of diaphragms from steel profiledflooring in the roofs of one-story industrial buildings under the action of a horizontal load). Мoscow.
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  8. Zinkevych O. G. (2013). Rational design of low-rise buildings and superstructures’ framing from lightweight steel thin-wall constructions, Thesis for the PhD in technical sciences, specialty 05.23.01 - building structures, buildings and constructions, Prydniprovs’ka State Academy of Civil Engineering and Architecture, Dnipropetrovs’k, Ukraine.
DOI: https://doi.org/10.2478/sjce-2019-0030 | Journal eISSN: 1338-3973 | Journal ISSN: 1210-3896
Language: English
Page range: 40 - 44
Published on: Dec 31, 2019
Published by: Slovak University of Technology in Bratislava
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2019 Oksana Zinkevych, Mykola Savytskyi, Andrii Zinkevych, published by Slovak University of Technology in Bratislava
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.