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Probabilistic analysis of steel frames allowing for imperfections and without assumption of effective lengt

  1. 1.
    Křivý, V., Marek, P. Probabilistic analysis of steel frames allowing for imperfections and without assumption of effective lengt. In: STRATMAN, CH., ed. Proceedings of the Anual stability conference Structural stability research council. Missouri: Structural stability research council, Missouri university of Science and Technology, 2009, s. 239-255. ISBN 1-879749-76-9.
Number of the records: 1  

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