TY - JOUR N2 - The research paper presents the results of the dynamic analysis of an existing bar dome subjected to wind loads. The calculation model of the structure was constructed using the finite element method. The dome was subjected to the standard wind pressure, assuming that it is operates in a harmonic manner. The numerical analyses were performed with the application of Autodesk Robot and MES3D. The analysis focused on the impact of selected factors such as the frequency of forcing, wind gustiness coefficient and structural damping on the behaviour of structures. L1 - http://www.czasopisma.pan.pl/Content/84070/mainfile.pdf L2 - http://www.czasopisma.pan.pl/Content/84070 PY - 2016 IS - No 1 EP - 50 KW - wind load KW - harmonic analysis KW - resonance KW - natural vibrations KW - forced vibrations A1 - Szaniec, W. A1 - ZieliƄska, K. PB - WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES DA - 31.03.2016 T1 - Harmonic analysis of the wind-loaded bar dome at the Satellite Services Centre in Psary SP - 37 UR - http://www.czasopisma.pan.pl/dlibra/publication/edition/84070 T2 - Archives of Civil Engineering ER -