DOI QR코드

DOI QR Code

Development and application of construction monitoring system for Shanghai Tower

  • Li, Han (Department of Civil Engineering, The Tongji University) ;
  • Zhang, Qi-Lin (Department of Civil Engineering, The Tongji University) ;
  • Yang, Bin (Department of Civil Engineering, The Tongji University) ;
  • Lu, Jia (Department of Civil Engineering, The Tongji University) ;
  • Hu, Jia (Department of Civil Engineering, The Tongji University)
  • Received : 2013.09.01
  • Accepted : 2014.03.10
  • Published : 2015.04.25

Abstract

Shanghai Tower is a composite structure building with a height of 632 m. In order to verify the structural properties and behaviors in construction and operation, a structural health monitoring project was conducted by Tongji University. The monitoring system includes sensor system, data acquisition system and a monitoring software system. Focusing on the health monitoring in construction, this paper introduced the monitoring parameters in construction, the data acquisition strategy and an integration structural health monitoring (SHM) software. The integration software - Structural Monitoring/ Analysis/ Evaluation System (SMAE) is designed based on integration and modular design idea, which includes on-line data acquisition, finite elements and dynamic property analysis functions. With the integration and modular design idea, this SHM system can realize the data exchange and results comparison from on-site monitoring and FEM effectively. The analysis of the monitoring data collected during the process of construction shows that the system works stably, realize data acquirement and analysis effectively, and also provides measured basis for understanding the structural state of the construction. Meanwhile, references are provided for the future automates construction monitoring and implementation of high-rise building structures.

Keywords

References

  1. Aktan, A.E., Catbas, F.N., Grimmelsman, K.A. and Tsikos, C.J. (2000), "Issues in infrastructure health monitoring for management", J. Eng. Mech. - ASCE, 126(7), 711-724. https://doi.org/10.1061/(ASCE)0733-9399(2000)126:7(711)
  2. Baker,W.F., Korista, D.S. and Novak, L.C. (2007), "Burj Dubai: Engineering the world's tallest building", Struct. Des. Tall Spec., 16(4), 361-375. https://doi.org/10.1002/tal.418
  3. Bendat, J.S. and Piersol, A.G. (1980), Engineering applications of correlation and spectral analysis, New York, Wiley-Interscience,1.
  4. Chowdhary, P. and Sharma, R. K. (2011),"Evaluation of creep and shrinkage effects in composite tall buildings", Struct Des Tall Spec, 20(7), 871-880. https://doi.org/10.1002/tal.584
  5. Durgin, F.H, Gilbert, T.J. and Macachor, J.R. (1990), "Available full-scale on-site wind-induced data from a major tall building", J. Wind Eng. Ind. Aerod., 36, 1201-1215. https://doi.org/10.1016/0167-6105(90)90117-U
  6. Huang, M.J. and Shakal, A.F. (2001), Structure instrumentation in the California strong motion instrumentation program, Strong Motion Instrumentation for Civil Engineering Structures, Springer Netherlands.
  7. Huang, M.J. (2006), "Utilization of strong-motion records for post-earthquake damage assessment of buildings", Proceedings of the International Workshop on Structural Health Monitoring and Damage Assessment, Taiwan, China, December.
  8. Ko, J.M. and Ni, Y.Q. (2005), "Technology developments in structural health monitoring of large-scale bridges", Eng. Struct., 27(12), 1715-1725. https://doi.org/10.1016/j.engstruct.2005.02.021
  9. Kijewski-Correa, T., Kwon, D.K., Kareem, A., Bentz, A., Guo, Y. Bobby, S. and Abdelrazaq, A. (2012), "Smart sync: an integrated real-time structural health monitoring and structural identification system for tall buildings", J. Struct. Eng. - ASCE, 139(10), 1675-1687.
  10. Lin, C.C., Wang, C.E., Wu, H.W. and Wang, J.F. (2005), "On-line building damage assessment based on earthquake records", Smart Mater. Struct., 14(3), S137. https://doi.org/10.1088/0964-1726/14/3/017
  11. Lu, J., Wu, J., Luo, X. and Zhang, Q.L. (2013), "Time-dependent analysis of steel-reinforced concrete structures", Struct. Des .Tall Spec., 22(15), 1186-1198.
  12. Ni, Y.Q., Xia, Y., Liao, W.Y. and Ko, J.M. (2009), "Technology innovation in developing the structural health monitoring system for Guangzhou New TV Tower", Struct. Control Health., 16(1), 73-98. https://doi.org/10.1002/stc.303
  13. Shi, W., Shan, J. and Lu, X. (2012), "Modal identification of Shanghai World Financial Center both from free and ambient vibration response", Eng. Struct., 36, 14-26. https://doi.org/10.1016/j.engstruct.2011.11.025
  14. Van Overschee, P. and De Moor, B. (1993), "Subspace algorithms for the stochastic identification problem", Automatica, 29(3), 649-660. https://doi.org/10.1016/0005-1098(93)90061-W
  15. Xia, Y., Ni, Y., Zhang, P., Liao, W.Y. and Ko, J.M. (2011), "Stress development of a supertall structure during construction: field monitoring and numerical analysis", Comput-Aided Civ. Inf., 26(7), 542-559. https://doi.org/10.1111/j.1467-8667.2010.00714.x
  16. Zhao, X., Liu, N., Sun, H., Zheng, Y.M. and Ding, J.M. (2011), "Structural performance assessment and control of super high-rise building during construction", J. Build. Struct., 32(7), 22-30. (in Chinese)

Cited by

  1. Vision-based full-field panorama generation by UAV using GPS data and feature points filtering vol.25, pp.5, 2015, https://doi.org/10.12989/sss.2020.25.5.631
  2. Real-time structural health monitoring system based on streaming data vol.28, pp.2, 2015, https://doi.org/10.12989/sss.2021.28.2.275