| 1. | |
Introduction to Structural Analysis | 1.History of structural enginerring 2.Role of structural analysis in structural engineering projects |  |
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Basic Concepts of Structural Analysis | 1. Equations of equilibrium 2. Condition Equations 3. Principle of superposition | |
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| 2. | |
Reactions | 1. Reactioin forces for planar structures 2. External statical classification of structures with condition equations | |
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Member Forces in Planar Trusses | 1. Statical determinacy and stability of planar trusses 2. The Method of joint 3. The Method of section | |
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| 3. | |
Member Forces in Beams and Frames 1 | 1. Statical determinacy and stability of beam and frame structures 2. Determination of internal forces | |
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Member Forces in Beams and Frames 2 | 1. Relationships between load, shear, and bending moment 2. Shear and bending moment diagrams | |
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| 4. | |
Influence Lines and Maximum Load Effects 1 | 1. Variation in response function with position of load | |
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Influence Lines and Maximum Load Effects 2 | 1. Influence lines by equilibrium methods 2. Use of influence lines 3. Maximum response functions in beams | |
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| 5. | |
Elastic Deflection of Trusses | 1. Truss deflections by complemetary virtual work 2. Principle of virtual displacements | |
| 6. | |
Elastic Deflection of Beam and Frame Structures 1 | 1. Principle of Stationary Total Potential Energy 2. Truss deflections by energy methods 3. Flexural force-deformation relationships | |
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Elastic Deflection of Beam and Frame Structures 2 | 1. Beam and frame deflections by complementary virtual work 2. Beam and frame defelctions by energy methods 3. Beavioral characteristics of statically indeterminate structures | |
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| 7. | |
Method of Consistent Deformations 1 | 1. Determination of redundant reactions | |
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Method of Consistent Deformations 2 | 1. Support settlements and elastic supports 2. Determination of redundant member forces for truss structures 3. Compatibility equations by energy methods | |
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| 8. | |
Slope deflection method 1 | 1. Slope deflection method for frame problems | |
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Slope deflection method 2 | 1. Temperature change 2. Problem variations | |
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| 9. | |
Slope deflection method 3 | 1. Equilibrium equations by energy methods | |
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Moment distribution method | 1. Iterative methods 2. Summary | |
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| 10. | |
Stiffness Method | 1. Equilibrium method 2. Displacement method 3. Matrix algebra | |
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Matrix structural analysis | 1. Displacement method | |
대구광역시 동구 동내로 64(동내동 1119) 우)41061
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