The Rational Parameters of the Civil Building Steel Frame with Struts

Author:

Semko OleksandrORCID,Hasenko AntonORCID,Kyrychenko VolodymyrORCID,Sirobaba VitaliyORCID

Publisher

Springer International Publishing

Reference13 articles.

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2. Liew, A., & Gardner, L. (2015). Ultimate capacity of structural steel cross-sections under compression, bending and combined loading. Structures, 1, 2–11. https://doi.org/10.1016/j.istruc.2014.07.001 .

3. Morhun, A. S., & Soroka, M. M. (2017). Rozvʺyazannya zadach parametrychnoyi optymizatsiyi budivelʹnykh konstruktsiy v prohramnomu kompleksi ANSYS. Visnyk Vinnytsʹ-koho politekhnichnoho instytutu, 5, 18–23.

4. Permyakov, V. A., Perel’muter, A. V., & Yurchenko, V. V. (2008). Optimal’noye proyektirovaniye stal’nykh sterzhnevykh konstruktsiy. Kyiv, K.: TOV “Steel Publishing House”.

5. Kolesnichenko, S. V., & Mironov, A. N. (2002). Issledovaniye napryazhenno-deformirovannogo sostoyaniya i kontsentratsii napryazheniy v K-obraznykh uzlakh ploskikh reshetchatykh konstruktsiy. Avtomobíl’ní dorogi í transportne budívnitstvo, 64, 127–130.

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