Skip to main content

Seismic Performance Analysis of RC Frame Core Tube Structure Considering Floor Parameters

  • 41 Accesses

Part of the Lecture Notes in Electrical Engineering book series (LNEE,volume 675)

Abstract

This paper analyzes the influence of different floor parameters on the seismic performance of RC frame core tube structure by finite element method. The results show that within a certain range, with the increase of plate thickness and reinforcement ratio, the ultimate load and ultimate displacement of the structure increase; the influence of plate thickness, bottom reinforcement ratio, and roof reinforcement ratio on the seismic performance of the structure is: the reinforcement ratio of the top of the board > the reinforcement ratio of the bottom of the board > the thickness of the plate; the stress of the main beam near the core tube is the highest, the stress of the side beam is second, the stress of the core tube is between the two, and the stress of the floor reinforcement is generally lower than the main beam.

Keywords

  • RC frame core tube
  • Floor parameters
  • Finite element

This is a preview of subscription content, access via your institution.

Buying options

Chapter
USD   29.95
Price excludes VAT (USA)
  • DOI: 10.1007/978-981-15-5959-4_190
  • Chapter length: 7 pages
  • Instant PDF download
  • Readable on all devices
  • Own it forever
  • Exclusive offer for individuals only
  • Tax calculation will be finalised during checkout
eBook
USD   219.00
Price excludes VAT (USA)
  • ISBN: 978-981-15-5959-4
  • Instant PDF download
  • Readable on all devices
  • Own it forever
  • Exclusive offer for individuals only
  • Tax calculation will be finalised during checkout
Softcover Book
USD   279.99
Price excludes VAT (USA)
Hardcover Book
USD   279.99
Price excludes VAT (USA)
Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7

References

  1. Ali, T., and S. Yehia. 2016. Study on strengthening of RC slabs with different innovative techniques. Open Journal of Civil Engineering 6: 516–525.

    CrossRef  Google Scholar 

  2. Arcaro, V., and L. Almeida. 2017. Lift truck load stress in concrete floors. Open Journal of Civil Engineering 7: 245–251. https://doi.org/10.4236/ojce.2017.72015.

    CrossRef  Google Scholar 

  3. Koris, K., A. Kozma, and I. Bódi. 2018. Effect of the shear reinforcement type on the punching resistance of concrete slabs. Open Journal of Civil Engineering 8: 1–11. https://doi.org/10.4236/ojce.2018.81001.

    CrossRef  Google Scholar 

  4. Kozma, A., I. Bódi, and K. Koris. 2016. Partial factor assessment for the punching shear resistance of flat concrete slabs. In Proceedings of the 11th Fib International PhD Symposium in Civil Engineering, Tokyo, Japan, 657–662.

    Google Scholar 

  5. Zomorodian, M., A. Belarbi, and A. Ayoub. 2017. Finite element model for predicting the shear behavior of FRP-strengthened RC members. Engineering Structures 153 (1): 239–253.

    CrossRef  Google Scholar 

  6. Shu, Jiangpeng. 2017. Structural analysis methods for the assessment of reinforced concrete slabs, 68 f. Ph.D. thesis, Civil Engineering, Department of Architecture and Civil Engineering, Chalmers University of Technology, Göteborg, Sweden.

    Google Scholar 

  7. Nzabonimpa, J.D., W.K. Hong, and J. Kim. 2017. Nonlinear finite element model for the novel mechanical beam-column joints of precast concrete-based frames. Computers & Structures 30 (189): 31–48.

    Google Scholar 

  8. Engen, M., M.A. Hendriks, J. Köhler, J.A. Overli, and E. Aldstedt. 2017. A quantification of the modelling uncertainty of non-linear finite element analyses of large concrete structures. Structural Safety 31 (64): 1–8.

    CrossRef  Google Scholar 

  9. Yi-Gang, Jia, Li Huan, Wu Guang-Yu, Yuan Zhi-Jun, and Zhang Qing. 2018. Spatial nonlinear simulation analysis of progressive collapse resistance of RC frame structure under different seismic precautionary. Journal of Intelligent & Fuzzy Systems 34 (2): 1013–1024.

    Google Scholar 

  10. Liu, P., Y. Jia, G. Wu, et al. 2019. Nonlinear simulation analysis of RC frame beam slab column spatial synergy against progressive collapse performance under failure of bottom corner columns. IOP Conference Series: Earth and Environmental Science 233 (3): 032033.

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Qisu Zhu .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and Permissions

Copyright information

© 2020 Springer Nature Singapore Pte Ltd.

About this paper

Verify currency and authenticity via CrossMark

Cite this paper

Zhu, Q., Zou, S., Yang, B. (2020). Seismic Performance Analysis of RC Frame Core Tube Structure Considering Floor Parameters. In: Yang, CT., Pei, Y., Chang, JW. (eds) Innovative Computing. Lecture Notes in Electrical Engineering, vol 675. Springer, Singapore. https://doi.org/10.1007/978-981-15-5959-4_190

Download citation

  • DOI: https://doi.org/10.1007/978-981-15-5959-4_190

  • Published:

  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-15-5958-7

  • Online ISBN: 978-981-15-5959-4

  • eBook Packages: Computer ScienceComputer Science (R0)