Report | Total. | |
---|---|---|
1. | 20% | 20% |
2. | 20% | 20% |
3. | 20% | 20% |
4. | 20% | 20% |
5. | 10% | 10% |
6. | 10% | 10% |
Total. | 100% | - |
Class schedule | HW assignments (Including preparation and review of the class.) | Amount of Time Required | |
---|---|---|---|
1. | ◎ Design of RC structures subjected to bending (final limit state) ・Definition of fracture by bending of RC structures ・Calculation of final bending strength |
Prepare for lecture textbooks (1~2 times). | 200minutes |
2. | ◎ Design of RC structures subject to bending (at the limit of use) ・Elastic behavior due to bending of RC structures ・Calculation of cross-sectional stress ・Calculation of bending crack width |
Prepare for lecture textbooks (1~2 times). | 200minutes |
3. | ◎ Design of PC structures subjected to bending (final limit state) - Definition of fracture by bending of PC structures ・Calculation of final bending strength |
Prepare for lecture textbooks (3~4times). | 200minutes |
4. | ◎ Design of PC structures subjected to bending (at the limit of use) ・Elastic behavior due to bending of PC structures ・Calculation of cross-sectional stress |
Prepare for lecture textbooks (3~4times). | 200minutes |
5. | ◎ Resistance to shear of concrete structures Shear fracture mechanism and shear resistance ・Shear strength evaluation method ◎ Design of RC structures subjected to bending and axial force (1) - Design cross-sectional strength of members subjected to compressive force in the central axial direction - Relationship between axial compressive force and flexural strength (interaction diagram) |
Prepare for lecture textbooks (5times). | 200minutes |
6. | ◎ Design of RC structures subjected to bending and axial force (2) - Design cross-sectional strength of the member where bending and axial force act (in the case of a state of equilibrium failure) ・Determination of bending fracture form |
Prepare for lecture textbooks (6~7times). | 200minutes |
7. | ◎ Design of RC structures subjected to bending and axial force (3) - Design cross-sectional strength of the member where bending and axial force act (in the case of tensile fracture area, in the case of compression area failure) |
Prepare for lecture textbooks (6~7times). | 200minutes |
8. | ◎ Seismic design of RC piers (1) ・Design seismic and seismic performance ・Structural model |
Prepare for lecture textbooks (8~9times). | 200minutes |
9. | ◎ Seismic design of RC piers (2) ・Seismic behavior of RC structures - Response analysis and spectral method |
Prepare for lecture textbooks (8~9times). | 200minutes |
10. | ◎ Seismic design of RC piers (3) ・Horizontal bearing capacity method in the event of an earthquake (road bridge) |
Prepare for lecture textbooks (10times). | 200minutes |
11. | ◎ Seismic design exercise for RC piers ・Verification of the design of the piers of road bridges using the horizontal bearing capacity method in the event of an earthquake |
Prepare for lecture textbooks (11~12times). | 200minutes |
12. | ◎ Seismic reinforcement design of RC piers (1) ・Types and effects of seismic reinforcement methods ・Fracture mechanism of RC structure and its discrimination method |
Prepare for lecture textbooks (11~12times). | 200minutes |
13. | ◎ Seismic reinforcement design of RC piers (2) - Design method for bending reinforcement - Design method for shear reinforcement |
Prepare for lecture textbooks (13~14times). | 200minutes |
14. | ◎ Seismic reinforcement design exercise for RC piers ・Continuous fiber sheet reinforcement ・RC winding reinforcement ・Steel plate adhesive reinforcement |
Prepare for lecture textbooks (13~14times). | 200minutes |
Total. | - | - | 2800minutes |
ways of feedback | specific contents about "Other" |
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Feedback in the class |
Work experience | Work experience and relevance to the course content if applicable |
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N/A | N/A |