International Journal of High-Rise Buildings (국제초고층학회논문집)

Council on Tall Building and Urban Habitat Korea (한국초고층도시건축학회)
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Application of Energy Dissipation Technology in High-Rise Buildings

  • Hu, Da-Zhu (College of Urban Construction and Safety Engineering, Shanghai Institute of Technology) ;
  • Zhang, Xiao-Xuan (Shanghai Lanke Building Damping Technology Co., Ltd) ;
  • Li, Guo-Qiang (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University) ;
  • Sun, Fei-Fei (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University) ;
  • Jin, Hua-Jian (Tongji-Zhongjian-Lanke Research Center for Seismic Disaster Reduction)
  • Published : 2021.06.01
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Abstract

The principle of energy dissipation technology is to dissipate or absorb the seismic energy input through the deformation or velocity change of dampers installed in the main structure of high-rise buildings, so as to reduce the seismic response of the buildings. With the development of energy dissipation technology, recognized as an effective and new measurement for reducing seismic effects, its application in high-rise buildings has become more and more popular. The appropriate energy dissipation devices suitable for high-rise buildings are introduced in this paper. The effectiveness of energy-dissipation technology for reducing the seismic response of high-rise buildings with various structural forms is demonstrated with a number of actual examples of high-rise buildings equipped with various energy dissipation devices.

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References

  1. Ministry of Housing and Urban-Rural Development of the People's Republic of China. (2010). Technical Specification for Concrete Structures of Tall Building: JGJ3-2010. Beijing, China: Architecture & Building Press. .
  2. Burton, C., 2017. Designing High Performance MEP Systems for Supertall Buildings: A Review of Challenges and Opportunities. International Journal of High-Rise Buildings, 6(4), pp.301-306. https://doi.org/10.21022/IJHRB.2017.6.4.301
  3. Ding, J.M., Wu, H.L. and Zhao, X., 2014. Current situation and discussion of structural design for super high-rise buildings above 250 m in China. Journal of Building Structures, 35(3), pp.1-7.
  4. Ding, J.M. and Yu. Z.J., 2021, Structural design and key technology of China International Silk Center super high-rise building. The Journal of Building Structures, 42(2), pp. 2-14.
  5. J, M., 2015, Seismic Design of Reinforced Concrete, McGraw-Hill Education.
  6. Kim, H.S., 2017. Effect of outriggers on differential column shortening in tall buildings. International Journal of High-Rise Buildings, 6(1), pp.91-99. https://doi.org/10.21022/IJHRB.2017.6.1.91
  7. Nanduri, P.R.K., Suresh, B. and Hussain, M.I., 2013. Optimum position of outrigger system for high-rise reinforced concrete buildings under wind and earthquake loadings. American Journal of Engineering Research, 2(8), pp.76-89.
  8. Smith, R.J. and Willford, M.R., 2007. The damped outrigger concept for tall buildings. The structural design of tall and special buildings, 16(4), pp.501-517. https://doi.org/10.1002/tal.413
  9. Sun, X., Cui, Y. and Huang, M., 2012. Structural design of the people's daily office building. Building Structure, 42(9), pp.52-55.
  10. Wu, H.L., Ding, J.M., Cui, J. and Zhang, B., 2014. Study on energy dissipation technology and connection design for outriggers and belt members of super high-rise buildings. 2014. Journal of Building Structures, 35(3), pp.8-15.
  11. Wang, D.S. and Bao, L.J., 2019, Development and prosperity of structural design of super tall buildings in China. Journal Structure, 49(19), pp. 11-24.
  12. Wu, H.L., Ding, J.M. and Liu,B.,2020, Design application of performance -based hybrid damping structures for super high-rise buildings. The Journal of Building Structures, No. 41(3), pp. 3-11.
  13. Yan, F., Hua, B.C. and Wu, Y.Y., 2020, Structural design of a super high-rise bank Building in Uzbekistan under 9 degree seismic fortification intensity. Progress in Steel Building Structures, 22(4), pp. 94-102.
  14. Zhu L., Jie, L., Dong, A., et al. 2015. Application of innovative hybrid outrigger system in north towers of Raffles City in Chongqing. Building Structure, pp. 22-27.