An algorythm for nonlinear analysis of the reinforced concrete frames
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This article presents an algorithm for the analysis of planar reinforced concrete frames. It takes Into consideration the effects of nonlinear stress-strain relationship In concrete and contribution of the tensioned concrete between cracks. Time-dependent effects are analyzed using the principle of linearity for creep. The computer program was developed and the results of some analyses are presented here.
Keywords:
Nonlinear / Concrete structureSource:
Savez društva građevinskih konstruktera Jugoslavije - Simpozijum, 25-27. april, 1989., 1989, R, 294-299Publisher:
- Savez društva građevinskih konstruktera Jugoslavije