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DESIGNING AND DETAILING OF BUILDING SYSTEMS. MECHANICS IN CIVIL ENGINEERING

Rational distribution of slab stiffness along the height of building with account for shear deformation

Vestnik MGSU 11/2013
  • Tamrazyan Ashot Georgievich - Moscow State University of Civil Engineering (National Research University) (MGSU) Doctor of Technical Sciences, Professor, full member, Russian Engineering Academy, head of the directorate, Moscow State University of Civil Engineering (National Research University) (MGSU), 26 Yaroslavskoe Shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Filimonova Ekaterina Aleksandrovna - Moscow State University of Civil Engineering (MGSU) postgraduate student, Department of Re- inforced Concrete and Masonry Structures, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 84-90

Currently, great attention is paid to the choice of optimal and rational design and construction solutions for individual structures and buildings in general. In the process of design not only constructive solution of an element is important, but also its location in the design scheme of the building. It is known that the correct consideration of the elements interaction in the design scheme contributes significantly to the rigidity and strength of multi-storey buildings.Slabs are involved in bending and shear and act like keys between the vertical elements. In order to reduce shear deformations and enhance overall stability of the building it is possible to increase the size of the keys, that means, to increase the height of a slab. In is necessary to determine the area that has the most significant impact on the rigidity and stability of the frame.For deciding that issue a computer model of 25-storey building was built. Settlement scheme was used to estimate the strength, deformability and stability of the frame.Basing on the models stability assessment it is suggested that the most efficient design solution is the floor slabs strengthening in the middle tier of the building by 0.4-0.5 heights of the building.

DOI: 10.22227/1997-0935.2013.11.84-90

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