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Comparison between two algorithms for evaluatingof the optimum initial tension of cables in cable-stayed bridges
Optimal tension of cables in cable-stayed bridges is one of the main problems in the design of bridges. The article compares two algorithms developed for this purpose.
UDC:
624.071.2.042.8
DOI:
10.23968/1999-5571-2018-15-2-87-92
№ 2 (67) April 2018
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