AN IMPROVED METHOD OF ULTIMATE ANALYSIS OF REINFORCED CONCRETE SLABS

This paper provided an improved method, which was based on the Bounded Changeable Criterion, to find the ultimate load of reinforced concrete slabs. The objective function and the constrained equations were established which tvers shown in the form of energy equationand the equilibrium equations respectively. The results show that thes method is more credible and practicable than the traditional methods.