구조해석
- 한양대학교
- 박대효
페이스북
트위터
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네이버밴드
링크복사
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- 주제분류
- 공학 >건축 >건축공학
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- 강의학기
- 2014년 1학기
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- 조회수
- 22,786
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- 평점
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정역학, 동역학 및 고체역학을 기초로 하여 외력이 작용할 때 보, 트러스, 라멘, 아치 등의 정정 및 부정정 구조물에 발생하는 단면 내력, 반력, 변위를 해석하는 이론과 방법을 다룬다. 구조물의 변위 해석 방법으로 직접 적분법, 모멘트 면적법, 공액보법. 가상일의 방법, Casitgliano 정리를 이용한 방법을 다루고 부정정구조물의 해석 방법으로는 변위 일치의 방법, 3연모멘트법, 최소일의 방법과 같은 유연도법과 처짐각법, 모멘트 분배법 같은 강성도법을 다룬다. 마지막으로 행렬방법의 기본 원리를 소개한다
차시별 강의
| 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 | |
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