Formation of calculation model of multistory reinforced concrete frame buildings with non-traditional loads
Abstract
This paper describes how a structural and computational model of a multi-storey reinforced concrete frame residential building with unconventional roof loads, namely swimming pools of 225 m3 and 112 m3 respectively, was developed using the Lira-SAPR PK 9.6 program. Based on this model, concentric loads were established and the loads and the resulting effects from them were determined for each case. Based on these data obtained from the calculation process, variational numerical experiments were carried out. In the normative documents KMK 2.01.07-96 - “Loads and Impacts” and KMK 2.01.03-96 “Construction in Seismic Regions”, the design scheme of this building was justified taking into account the concentric load installed on the roof of the building.
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