Експериментальні дослідження бездіафрагмової прольотної будови моста під час реконструкції
Тechnique and results of static tests of reinforced concrete without-diaphragm span structure before and after reconstruction are described.
Тechnique and results of static tests of reinforced concrete without-diaphragm span structure before and after reconstruction are described.
Examples of reconstruction of small concrete bridges with extension dimension by monolithic slab and strengthening beams, change static scheme are described.
The results of the experimental research of the strength and deformability of normal cross sections of reinforced concrete beams reinforced in tension area with additional sheet reinforcement without the bond.
he design, methodology and results of the static tests of cross-ribbed reinforced concrete span structure by TP no. 56 before and after the reconstruction are described. Experimental study served as a model for reinforced concrete beam cross-ribbed span structure calculation span of 21.6 m and a clearance Г-6+2×0,85 m, built in 1969 by