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International Journal of Fluid Mechanics Research

Erscheint 6 Ausgaben pro Jahr

ISSN Druckformat: 2152-5102

ISSN Online: 2152-5110

The Impact Factor measures the average number of citations received in a particular year by papers published in the journal during the two preceding years. 2017 Journal Citation Reports (Clarivate Analytics, 2018) IF: 1.1 To calculate the five year Impact Factor, citations are counted in 2017 to the previous five years and divided by the source items published in the previous five years. 2017 Journal Citation Reports (Clarivate Analytics, 2018) 5-Year IF: 1.3 The Eigenfactor score, developed by Jevin West and Carl Bergstrom at the University of Washington, is a rating of the total importance of a scientific journal. Journals are rated according to the number of incoming citations, with citations from highly ranked journals weighted to make a larger contribution to the eigenfactor than those from poorly ranked journals. Eigenfactor: 0.0002 The Journal Citation Indicator (JCI) is a single measurement of the field-normalized citation impact of journals in the Web of Science Core Collection across disciplines. The key words here are that the metric is normalized and cross-disciplinary. JCI: 0.33 SJR: 0.256 SNIP: 0.49 CiteScore™:: 2.4 H-Index: 23

Indexed in

Aerodynamic Study of Two Cable Stayed Bridges in Poland

Volumen 29, Ausgabe 3&4, 2002, 10 pages
DOI: 10.1615/InterJFluidMechRes.v29.i3-4.140
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ABSTRAKT

The aerodynamic stability of a tender bridge is commonly studied when the wind conditions are known to be severe. In Poland strong winds are quite rare, but the experimental wind tunnel study of two recently built cable stayed bridges proved to be useful. If no catastrophic oscillation was to be expected, the deck's oscillation under moderate speed wind, due to vortex shedding, should have created some disturbance. This excitation was enhanced by the unusually small distance between the bridge's deck and the river surface, that created an interaction process. The deck's shape was modified by cornices and baffles and was stabilized. The physical modeling of the bridge subject to wind turbulence was also confirmed by a series of calculations.

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