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