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For the to design of reinforced concrete beams with no stirrups, di erent equations have been formulated by researchers. These equations either are on the side of extreme safety or do not include the...
Twelve full-scale beam specimens (2000 × 300 × 200 mm) were tested in positive bending with the loading system designed to determine the effect of self-compacting concrete (SCC) and the diameter of re...
The performance of steel reinforced concrete (RC) beams with a box cross section exposed to fire is studied. The cross-section is divided into an appropriate number of segments so that non-uniform tem...

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