Journal of the Architectural Institute of Korea Structure & Construction (대한건축학회논문집:구조계)

Architectural Institute of Korea (대한건축학회)
권호 표지
DOI QR코드

DOI QR Code

Development of Linearized Buckling Analysis Computer Program Considering Subspace Iteration Method

서브스페이스 반복계산법을 이용한 선형좌굴해석용 컴퓨터프로그램의 개발

  • Received : 2014.10.02
  • Accepted : 2014.11.21
  • Published : 2014.12.30
⟨ Previous Next ⟩

Abstract

There are many accidents in the construction of a structure owing to the collapse of concrete formwork. It is usually occurred in many cases because of the buckling of slender column members in system support. So, recently, it is considered more important that the buckling analysis results must be checked in the design of system support. Therefore, in this study, methods for the computer program development based on linearized buckling analysis algorithm using subspace iteration method are investigated first, then some algorithms available in case of a computer program development are studied on the basis of investigated methods. On the basis of studied algorithms, a computer program sNs is developed and the results by this program is compared with the results by theory and structural analysis programs - SAP2000, MIDAS - for the verification of their accuracy.

Keywords

Acknowledgement

Supported by : 한남대학교

References

  1. Klaus-Jurgen Bathe and Seshadri Ramaswamy, "An Accelerated Subspace Iteration Method", Computer Methods in Applied Mechanics and Engineering, Vol. 23, p.p. 313-331, 1979
  2. A. Rutenberg, Simplified P-Delta Analysis for Asymmetric Structures, ASCE Journal of the Structural Division, Vol. 108, No. 9, 1982
  3. E. L. Wilson and A. Habibullsh, Static and Dynamic Analysis of Multi-Story Building Including P-Delta Effects, Earthquake Spectra, Earthquake Engineering Research Institute, Vol. 3, No. 3, 1987
  4. W. E. Chen and E. M. Lui, Structural Stability, Prentice Hall, p.p. 861-978, 1987
  5. R. D. Cook, D. S. Malkus and M. E. Plesha, Concepts and Applications of Finite Element Analysis, Third Edition, John Wiley & Sins, Inc, ISBN 0-471-84788-7, 1989
  6. Klaus-Jurgen Bathe, Finite Element Procedures, Prentice Hall, p.p. 628-637, 1996
  7. Z. P. Baant, "Structural Stability", Inernational Journal of Solid and Structures, Vol. 37, p.p. 55-67, 2000 https://doi.org/10.1016/S0020-7683(99)00078-5
  8. Mario Paz and William Leigh, Structural Dynamics, Kluwer Academic Publishers, p.p. 203-225, 2004
  9. O. C. Zienkiewicz, R.L. Taylor & J.Z. Zhu, The Finite Element Method - Its Basis & Fundamentals, Elsevier Butterworth-Heinemann, 2005
  10. Chen Yong-Hui and Chen Long, Xu Kai, Study on critical buckling load calculation method of piles considering passive and active earth pressure, International Journal of Structural engineering and mechanics, Vol. 48(3), p.p. 367-382, 2013 https://doi.org/10.12989/sem.2013.48.3.367
  11. Chen Chang Hong and Yao Yao, Huang Ying, Elastic flexural and torsional buckling behavior of pre-twisted under axial load, International Journal of Structural engineering and mechanics, Vol. 49(2), p.p. 273-283, 2014 https://doi.org/10.12989/sem.2014.49.2.273
  12. Computers and Structures, Inc., SAP2000-ANALYSIS REFERENCE, Ver. 7.0, Sep., 1998
  13. MIDAS/Civil, http://www.midasit.com/
  14. ADINA/Structure, http://www.adina.com/