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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2004.6
- 수록면
- 32 - 43 (12page)
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초록· 키워드
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In this research, the analysis of post-buckling behavior of prismatic columns has been performed, having flexural and shear stiffness, under a
combined load of uniformly distributed axial load along the length and concentric axial load at free end by solving the nonlinear differential
equation with the differential transformation technique. The buckling load at various slopes at free end of column is calculated and the results of
the analysis using the differential transformation technique is verified with those of previous studies. It is also shown through the results that the
columns including the shear deformation have smaller buckling loads than those for the columns excluding the shear deformation have.
Through this research, it is verified that the differential transformation technique can be applied to solve the nonlinear differential equation
problems, such as analysis of post-buckling behavior of columns. It is also expected that the differential transformation technique apply to
various more complicated problems in future.
combined load of uniformly distributed axial load along the length and concentric axial load at free end by solving the nonlinear differential
equation with the differential transformation technique. The buckling load at various slopes at free end of column is calculated and the results of
the analysis using the differential transformation technique is verified with those of previous studies. It is also shown through the results that the
columns including the shear deformation have smaller buckling loads than those for the columns excluding the shear deformation have.
Through this research, it is verified that the differential transformation technique can be applied to solve the nonlinear differential equation
problems, such as analysis of post-buckling behavior of columns. It is also expected that the differential transformation technique apply to
various more complicated problems in future.
목차
Abstract
1.INTRODUCTION
2.GOVERNING EQUATIONS
3.GOVERNING EQUATIONS
4.ANALYSIS RESULTS
5.CONCLUSION
ACKNOWLEDGEMENT
REFERENCES
참고문헌 (6)
참고문헌 신청
[학술지(정기간행물)] - / 1961 / Theory of Elastic Stability new york : 76 ~ 81
[학술지(정기간행물)] - / 1-4. / Post-buckling of uniform cantilever column - Galerkin finite element solution
[학술지(정기간행물)] - / 2001 / Post-buckling of uniform cantilever column under a combined load 36 : 813 ~ 816
[학술지(정기간행물)] - / 1996 / Application of Differentional Transformation to Eigenvalue Problems 79 : 173 ~ 188
[학술지(정기간행물)] - / 1986. / Differentional Transformation and Its Applications for Electrical Circuits
[학술지(정기간행물)] - / 1-4. / Post-buckling of uniform cantilever column - Galerkin finite element solution
[학술지(정기간행물)] - / 2001 / Post-buckling of uniform cantilever column under a combined load 36 : 813 ~ 816
[학술지(정기간행물)] - / 1996 / Application of Differentional Transformation to Eigenvalue Problems 79 : 173 ~ 188
[학술지(정기간행물)] - / 1986. / Differentional Transformation and Its Applications for Electrical Circuits
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