Performance-based Design and Construction of the “World Class” Gym in Minsk using Innovative Structural Solutions

  • Andrei TUR Department of Building Structures, Brest State Technical University, Belarus
  • Viktar TUR Department of Building Structures, Brest State Technical University, Belarus; Bialystok University of Technology, Białystok, Poland https://orcid.org/0000-0001-6046-1974
  • Tsimafei TSYMBAREVICH Deputy Director for Design AZSINDUSTRIYA LTD, Belarus
Keywords: performance-based design, post-tension, composite structures, cantilever beam

Abstract

The article presents the result of the implementation of innovative design solutions techniques during the construction of the building of the “WORLD CLASS” Fitness Club in Minsk with usage of the performance-based approach. Proposed design solution of building include the composite structures (plane frames consists of steel-concrete columns and delta-beam), prestressed hollow core slabs. The cantilever parts of the building were designed as a complex post-tensioned monolitic structure, including cantilever beams and slabs with a maximum length of 12 m, monolitic walls and pylons. The example of performance criteria verification (structural serviceability) with usage different methods presents.

Published
2020-06-15
Section
Research articles