Skip to main content

Approximate Equation for Estimating Global Buckling Load of Single-Layer Cylindrical Space Frames

  • Conference paper
  • First Online:
Proceedings of AWAM International Conference on Civil Engineering 2022—Volume 2 (AICCE 2022)

Abstract

This study proposes an approximate equation to evaluate the global buckling load of a single-layer cylindrical space frame without buckling analysis. In this research, large amounts of linear buckling analysis are carried out with various geometric parameters, and an imaginary stiffness G is proposed to represent the overall stiffness of the whole structure. Then, according to the influence of geometric parameters on buckling load factors and imaginary stiffness G, the authors derive an approximate equation based on regression analysis. Finally, the authors prove that the proposed approximate equations can evaluate the global buckling load in a high precision range.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 169.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Hardcover Book
USD 219.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Similar content being viewed by others

References

  1. Chilton, J.: Space Grid Structures. Architectural Press, Great Britain (2000)

    Google Scholar 

  2. Bulenda, T., Knippers, J.: Stability of grid shells. Comput. Struct. 79, 1161–1174 (2001)

    Article  Google Scholar 

  3. Wright, D.T.: Membrane forces and buckling in reticulated shells. J. Struct. Div. 21, 175–201 (1965)

    Google Scholar 

  4. Karadeniz, H.: Stochastic Analysis of Offshore Steel Structures—An Analytical Appraisal. Springer, London (2013)

    Book  Google Scholar 

  5. Kato, S., Yamashita, T.: Evaluation of elasto-plastic buckling strength of two-way grid shells using continuum analogy. Int. J. Space Struct. 17(4), 249–261 (2002)

    Article  Google Scholar 

  6. Altuna-Zugasti, A.M., Lopez-Arancibia, A., Puente, I.: Influence of geometrical and structural parameters on the behaviour of squared plan-form single-layer structures. J. Constr. Steel Res. 72, 219–226 (2012)

    Article  Google Scholar 

  7. Chen, P.S., Mamoru, K.: Optimization for maximum buckling load of a lattice space frame with nonlinear sensitivity analysis. Int. J. Space Struct. 21(2), 111–118 (2006)

    Article  Google Scholar 

  8. Makowski, Z.S.: Analysis Design and Construction of Braced Domes. Elsevier Applied Science Publishers, New York (1985)

    Google Scholar 

  9. Malek, S., Wierzbicki, T., Ochsendorf, J.: Buckling of spherical cap gridshells: a numerical and analytical study revisiting the concept of the equivalent continuum. Eng. Struct. 75, 288–298 (2014)

    Article  Google Scholar 

  10. Liu, B., Chen, P.S.: Buckling characters and approximate buckling load factors of 1.5-layer cylindrical space frames with crossing-units. In: Architectural Institute of Japan/Kyushu Branch, No. 59, pp. 221–224 (2020)

    Google Scholar 

  11. Liu, B., Chen, P.S.: Approximate evaluation of global buckling load of single-layer and 1.5-layer cylindrical space frames. In: 2020 Annual Conference of Architecture Institute of Japan, pp. 747–748 (2020)

    Google Scholar 

  12. Chair of Working Group 8: Draft Guide to Buckling Load Evaluation of Metal Reticulated Roof Structures. IASS WG 8 for Metal Spatial Structures, Japan (2014)

    Google Scholar 

  13. Li, Y.: The analysis of buckling finite element of single layer spherical lattice shell. J. Jiaying Univ. (Nat. Sc.) 23(6), 99–101 (2005)

    Google Scholar 

  14. Wang, N., Guan, Q., Sun, Y., Wang, B., Ma, Y., Shao, W., Li, H.: Predicting the spatial pollution of soil heavy metals by using the distance determination coefficient method. Sci. Total Environ. 799, 149452 (2021)

    Article  Google Scholar 

Download references

Acknowledgements

The author LIU would like to show his sincere gratitude to ASSURAN International Scholarship Foundation and Kyutech Fund Scholarship for supporting him to focus on this study.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Pei-Shan Chen .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2024 The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Liu, B., Chen, PS., Jin, J., Yan, X. (2024). Approximate Equation for Estimating Global Buckling Load of Single-Layer Cylindrical Space Frames. In: Sabtu, N. (eds) Proceedings of AWAM International Conference on Civil Engineering 2022—Volume 2. AICCE 2022. Lecture Notes in Civil Engineering, vol 385. Springer, Singapore. https://doi.org/10.1007/978-981-99-6018-7_16

Download citation

  • DOI: https://doi.org/10.1007/978-981-99-6018-7_16

  • Published:

  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-99-6017-0

  • Online ISBN: 978-981-99-6018-7

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics