Full text available in Adobe Acrobat format:http://www.architectura.actapol.net/volume11/issue3/11_3_11.pdf
Issue 11 (3) 2012 pp. 11–22
Anna Celmer-Al-Sabouni, Wojciech Gilewski
CABLE-STAYED BRIDGE UNDER DYNAMIC WIND ACTION
Keywords: dynamics of structures, cable-stayed bridge, wind load
Abstract: The subject under consideration is dynamic action of wind for cable-stayed bridge. Finite element model is used for the Świętokrzyski Bridge in Warsaw as an example. Free vibration modes are calculated as a base for the method of modal superposition. The wind load is calculated following the Eurocode 1 with the harmonic function for time variable. Semi-resonance as well as flutter phenomena is observed.
Full text available in Adobe Acrobat format:http://www.architectura.actapol.net/volume11/issue3/11_3_11.pdf
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| MLA | Celmer-Al-Sabouni, Anna, and Wojciech Gilewski. "CABLE-STAYED BRIDGE UNDER DYNAMIC WIND ACTION." Acta Sci.Pol. Architectura 11.3 (2012): 11–22. |
| APA | Celmer-Al-Sabouni A. and Gilewski W. (2012). CABLE-STAYED BRIDGE UNDER DYNAMIC WIND ACTION. Acta Sci.Pol. Architectura, 11 (3), 11–22 |
| ISO 690 | Celmer-Al-Sabouni, Anna, Gilewski, Wojciech. CABLE-STAYED BRIDGE UNDER DYNAMIC WIND ACTION. Acta Sci.Pol. Architectura, 2012, 11.3: 11–22. |
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