| 1. | |
Composite Beams | - 복합보 (Composite Beams) |  |
| 2. | |
composite beams | - composite beams - reinforced concrete beams. |
|
| 3. | |
Unsymmetric beams | - composite beams - unsymmetric beams |
|
|
Unsymmetric beams | - 비대칭 단면의 굽힘 ( unsymmetric beams ) | |
|
| 4. | |
Shear Center | - 전단 중심 (Shear Center) | |
|
Shear center | - 전단 중심 ( shear center ) | |
|
| 5. | |
Pressure vessels, Principal stress trajectory | - Stress contours, Combined loads, Superposition, moment - Area method |
|
| 6. | |
moment - area method (1) | |
|
|
moment - area method (2) | |
||
| 7. | |
Singularity function (1) | - Impact | |
|
Singularity function (2) | - Singularity function - Statically indeterminate beams - Principle of virtual work |
|
|
| 8. | |
Principle of virtual work | |
|
|
가상일의 원리 | |
||
| 9. | |
Legendre transformation | - Legendre transformation - strain energy density - complementary energy density |
|
|
Castigliano′s theorem | - Castigliano′s theorem | |
|
| 10. | |
Castigliano′s theorem, Maxwell-Betti′s reciprocal theorem | - Castigliano′s theorem - Maxwell-Betti′s reciprocal theorem |
|
|
Theorem of least work | - Theorem of least work | |
|
| 11. | |
Unit load method | - Unit load method | |
|
Three moment theorem | - Three moment theorem | |
|
| 12. | |
Deflections by temperature effects / Longitudinal displacements at the ends of a beam | - Deflections by temperature effects - Longitudinal displacements at the ends of a beam |
|
|
Examles of statically indeterminate beams | - Examles of statically indeterminate beams | |
|
| 13. | |
Columns, critical loads, Euler loads | - Columns - Critical loads - Euler loads |
|
|
Secant formula, cartesian tensors, index notation | - Secant formula - Cartesian tensors - Index notation |
|
|
| 14. | |
Strain-displacement relationship / Differential euations of equilibrium | - Strain-displacement relationship - Differential euations of equilibrium |
|
|
Principle of virtual work revisited | - Principle of virtual work revisited | |
대구광역시 동구 동내로 64(동내동 1119) 우)41061
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