Research Article
Buckling of Nonprismatic Column on Varying Elastic Foundation with Arbitrary Boundary Conditions
Table 1
Sensitivity analysis results.
| | | | |
| | 10 | 3.598021035 | 11.85057958 | 26.03460752 | | 20 | 3.655748351 | 12.00379038 | 25.20788505 | | 50 | 3.68272198 | 12.21549833 | 25.50181667 | | 100 | 3.688362459 | 12.2799962 | 25.72594058 | | 200 | 3.690129118 | 12.30323418 | 25.82633913 |
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