Piotr Bońkowski
Czasopismo Techniczne, Budownictwo Zeszyt 3-B (9) 2016, 2016, s. 3-13
https://doi.org/10.4467/2353737XCT.16.207.5956This paper discusses the effect of the cross-sectional dimensions of the main structural members of a frame building on the internal forces generated in it by mining-induced tremors and choice of a code combination of actions on the dimensioning of a building structure. A numerical analysis of a reinforced concrete building was carried out for different cross- sectional dimensions of its loadbearing system subjected to mining-induced seismicity occurring in the Legnica-Glogow Copper District (LGOM) area. Additionally, a simplified cost analysis for a selected column was performed.