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en línea
Josef Machacek, Radek Pichal     Pág. 1 - 10
The efficiency of prestressed stayed elements when designing very slender steel columns was proved for both stability and strength capacity of the columns. With an increasing number of crossarms placed along the length of the column the effectiveness is ... ver más
Revista: Advances in Technology Innovation    Formato: Electrónico

 
en línea
Josef Machacek, Radek Pichal     Pág. 9 - 16
Stability and strength of imperfect stayed columns are studied in 3D using ANSYS software. Following three tests of stayed columns with a reasonable geometry, the numerical modelling is validated and subsequently compared with available analytical and nu... ver más
Revista: Advances in Technology Innovation    Formato: Electrónico

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