Search for: [Abstract = "Under severe earthquakes, the use of BRB reduced the column shear by 46.6%\; similarly, the incorporation of ordinary steel braces reduced the column shear by 4.72%. It is concluded that using buckling restrained braces will increase the vertical stiffness of the structure to a very high extent."]
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CEER, nr 30, vol. 3 (2020)
Niyonyungu, Ferdinand Noroozinejad, Farsangi Ehsan Kuczyński, Tadeusz - red.
2020
artykuł