| Revised Manuscript received on May 06, 2020. Mirzaev Pulat 1, Umarov Kadir 2, Mirzaev Shavkat 3ġMirzaev Pulat*, Professor at the Department of “Building Structures” of the Faculty of “Construction of Buildings and Structures” of the Tashkent Institute of Architecture and Construction, Tashkent, Uzbekistan.ĢUmarov Kadir, the Chief Engineer of the “GEO BETON TRUST” Reinforced Concrete Products Plant, Tashkent, Uzbekistan.ģMirzaev Shavkat, Director of the Innovation Center at the Tashkent Institute of Architecture and Construction, Tashkent, Uzbekistan.
Strength Calculation Features and Tests Results on Bearing Capacity and Operational Serviceability of Hollow-Core Floor Slabs of Formwork-Free Shaping in Seismic Areas
