International Journal of High-Rise Buildings (국제초고층학회논문집)

Council on Tall Building and Urban Habitat Korea (한국초고층도시건축학회)
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Structural Health Monitoring of Shanghai Tower Considering Time-dependent Effects

  • Zhang, Qilin (Department of Structural Engineering, Tongji University) ;
  • Yang, Bin (Department of Structural Engineering, Tongji University) ;
  • Liu, Tao (Department of Structural Engineering, Tongji University) ;
  • Li, Han (Department of Structural Engineering, Tongji University) ;
  • Lv, Jia (East China Architectural Design & Research Institute Co., Ltd.)
  • Published : 2015.03.31
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Abstract

This paper presents the structural health monitoring (SHM) of Shanghai Tower. In order to provide useful information for safety evaluation and regular maintenance under construction and in-service condition, a comprehensive structural health monitoring (SHM) system is installed in Shanghai Tower, which is composed of a main monitoring station and eleven substations. Structural responses at different construction stages are measured using this SHM system and presented in this study. Meanwhile, a detailed finite element model (FEM) is created and comparison of results between SHM and FEM is carried out. Results indicate that the time-dependent property of concrete creep is of great importance to structural response and the measured data can be used in FEM updating to obtain more accurate FEM models at different construction stages. Therefore, installation of structural health monitoring system in super-tall buildings could be considered as an effective way to assure structural safety during the construction process.

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References

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