Full text available in Adobe Acrobat format:http://www.architectura.actapol.net/volume11/issue4/11_4_5.pdf
Issue 11 (4) 2012 pp. 5–16
Wojciech Gilewski, Andrzej Kasprzak
DYNAMICS OF SOLIDARITY BRIDGE IN PŁOCK
Keywords: dynamic of structures, bridges, finite element method
Abstract: Dynamic analysis of a cable-stayed bridge in Płock (Solidarity Bridge) has been considered. Finite element model was used in the frame of the SOFISTIK Programme. Free vibration modes are calculated as a base for the analysis. Dynamic transient analysis was done by the Newmark method as well as the method of modal superposition. The two methods have been compared from the point of view of the cost of analysis. Conditions of the successful use of modal superposition were defined.
Full text available in Adobe Acrobat format:http://www.architectura.actapol.net/volume11/issue4/11_4_5.pdf
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| MLA | Gilewski, Wojciech, and Andrzej Kasprzak. "DYNAMICS OF SOLIDARITY BRIDGE IN PŁOCK." Acta Sci.Pol. Architectura 11.4 (2012): 5–16. |
| APA | Gilewski W. and Kasprzak A. (2012). DYNAMICS OF SOLIDARITY BRIDGE IN PŁOCK. Acta Sci.Pol. Architectura, 11 (4), 5–16 |
| ISO 690 | Gilewski, Wojciech, Kasprzak, Andrzej. DYNAMICS OF SOLIDARITY BRIDGE IN PŁOCK. Acta Sci.Pol. Architectura, 2012, 11.4: 5–16. |
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