COMPUTER PROGRAM FOR STEEL FRAMES TAKING INITIAL IMPERFECTIONS AND LOCAL BUCKLING INTO CONSIDERATION
Abstract
Computer technique suits state change analysis of plane steel bar systems. Investigations considered several effects and iufluences such as plastic deformation, geometrical and mechanical imperfections, plate buckling. The analysis relies on modelling the structural member such as to involve several effects and iufluences.
How to Cite
Baksai, R., Iványi , M., Papp, F. “COMPUTER PROGRAM FOR STEEL FRAMES TAKING INITIAL IMPERFECTIONS AND LOCAL BUCKLING INTO CONSIDERATION ”, Periodica Polytechnica Civil Engineering, 29(3-4), pp. 171–185, 1985.
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Research Article