1 |
Gerstle, K. H.(1967), Basic Structural Design, McGraw-Hill Book Company, pp. 88-90.
|
2 |
ANSYS. Inc.(2000), ANSYS theory manual, Nonlinear buckling problem, Chapter 3, Part4, pp. 120-132.
|
3 |
Kinney, J. S.(1957), Indeterminate Structural Analysis, Addison Wesley Publishing Co., pp. 1-655.
|
4 |
Lee, S. G., S. C. Kim and J. G. Song(2001), Critical Loads of Square Plates Under Different Inplane Load Configurations on Opposite Edges, International Journal of Structural Stability and Dynamics, Vol. 1, No. 2, pp. 283-291.
DOI
|
5 |
Oh, Y. C., D. G. Bae. and J. Y. Ko(2014), Basic Research for Resistance Prediction of Aluminium Alloy Plate Girders Subjected to Patch Loading, Journal of the Korean Society of Marine Environment & Safety, Vol 20, No 2, pp. 218-227.
과학기술학회마을
DOI
ScienceOn
|
6 |
Patel, G. and S. K. Sahu(2006), Buckling of Curved Panels Subjected to Non-uniform Loading Using Finite Element Method, Presented in National Conference on "Emerging Trends in Nano Technology and innovations in design and manufacturing, Feb 18-19, 2006, NIT, Rourkela.
|
7 |
Pflger, A.(1975), Stabilit atsprobleme der Elastostatik, Springer, Verlag Berlin Heidelberg New York, pp. 1-523.
|
8 |
Shariati, M. and A. Dadrasi(2012), Numerical and Experimental Investigation of Loading Band on Buckling of Perforated Rectangular Steel Plates, Research of Journal of Recent Sciences, Vol. 1, No. 10, pp. 63-71.
|
9 |
Singh, S., K. Kulkani, R. Pandey and H. Singh(2012), Buckling Analysis of Thin Rectangular Plates with Cutouts Subjected to Partial Eedge Compression Using FEM, Journal of Engineering, Design and Technology, Vol. 10, pp. 128-142.
DOI
ScienceOn
|
10 |
Sundaresan, P., G. Singh and V. Rao(1998), Buckling of Mooderately Thick Rectangular Composite Plates Subjected to Partial Edge Compression, Int. J. Mech. Sci. Vol. 40, No. 11, pp. 1105-1117.
DOI
ScienceOn
|
11 |
Timoshenko, S. P. and J. M. Gere(1961), Theory of Elastic Stability, McGraw-Hill Book Company, pp. 1-541.
|