Evaluation of Reliability of the Earthquake Resistant Building Provided by Means of the Analysis for Design-Basis Earthquake
Vyacheslav DrozdovVolgograd State Univeristy of Architecture and Civil Engineering, Akademicheskaya Street, 1, Volgograd, 400074, RussiaВ. А. ПшеничкинаVolgograd State Univeristy of Architecture and Civil Engineering, Akademicheskaya Street, 1, Volgograd, 400074, RussiaК Н СухинаVolgograd State Univeristy of Architecture and Civil Engineering, Akademicheskaya Street, 1, Volgograd, 400074, Russia
2016en
ABI
Аннотация
The paper analyzes the reliability level realized through the method recommended by SP 14.13330.2014 (Seismic Building Design Code). The results of the probabilistic analysis of a 16-storeyed earthquake-resistant building in terms of the action of the seismic load correspondent to the design basis earthquake are given. The analysis was carried out on the basis of standard computational procedures of the FEM, computerized in modern software packages for analysis, which are used in design practice. The comparison of the analysis results of two building models was carried out, both with and without regard to foundation beds deformations.
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