Harmonic Analysis of the Wind-Loaded Bar Dome at the Satellite Services Centre in Psary

Archives of civil engineering

K. Zieli?skaMSc., Kielce University of Technology, Faculty of Civil and Architecture Engineering, Al. 1000-lecia PP 7, 25-314 Kielce, PolandEmailOther articles by this author:De Gruyter OnlineGoogle Scholar¹  W. SzaniecPhD., Kielce University of Technology, Faculty of Civil and Architecture Engineering, Al. 1000-lecia PP 7, 25-314 Kielce, PolandEmailOther articles by this author:De Gruyter OnlineGoogle Scholar² 

[1] MSc., Kielce University of Technology, Faculty of Civil and Architecture Engineering, Al. 1000-lecia PP 7, 25-314 Kielce, Poland;PhD., Kielce University of Technology, Faculty of Civil and Architecture Engineering, Al. 1000-lecia PP 7, 25-314 Kielce, Poland

关键词: Keywords: wind load;    harmonic analysis;    resonance;    natural vibrations;    forced vibrations;   

DOI  :  10.1515/ace-2015-0050

学科分类：建筑学

来源: Polska Akademia Nauk * Instytut Podstawowych Problemow Techniki / Polish Academy of Sciences, Institute of Fundamental Technological Research

【 摘 要 】

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.

【 授权许可】

Unknown