Buckling characteristic of C-column / Mohd Najib Tugiman and Rusi Muhd Fakhruddin
In the first case, stresses exceed the given safe limits resulting in the formation of cracks that cause failure. In the second case, the stresses need not cross the safe values but the structure does not fail physically but it may deform to some other shape (due to external disturbances), which are...
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| Main Authors: | , |
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| Format: | Student Project |
| Language: | English |
| Published: |
2001
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| Subjects: | |
| Online Access: | https://ir.uitm.edu.my/id/eprint/68727/1/68727.pdf https://ir.uitm.edu.my/id/eprint/68727/ |
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