|
週次 |
日期 |
單元主題 |
|
第1週 |
2/22 |
1. Introduction:
Engineering structures
Some examples
Classification of structures
Modeling of structure:
Bending, tension-compression, shearing, torsion
Loading
Boundary and constraints
|
|
第2週 |
2/29 |
2. Fundamentals
Equation of equilibrium
Member forces
Reaction forces
Connections
Stability and determinacy of structure
Methods of analysis
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|
第3週 |
3/07 |
3. Statically determinate of truss
Statically determinate beams
Loading, shear force and bending moment of beam
Statically determinate trusses
Some examples in truss frameworks
Statically determinate rigid frames
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|
第4週 |
3/14 |
續前週 |
|
第5週 |
3/21 |
4. Internal loading of structural members：
Member force of a specified point
Shear force and bending moment distribution of a beam member
Linear superposition
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|
第6週 |
3/28 |
5. Statically determinate cables and arches ：
Cables
Arches
|
|
第7週 |
4/04 |
清明節 |
|
第8週 |
4/11 |
6. Influence lines for statically determinate structures：
Concept and construction of influence line
Influence line for statically determinate beams
Influence line for statically determinate truss structures
Influence line and concentrated load system
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|
第9週 |
4/18 |
續前週 |
|
第10週 |
4/25 |
Deflection of structures：
Deflection of beam and the elastic curve
Double integration method
Moment area method
Conjugate beam method
Energy method
Principle of work and energy
Principle of virtual work
Virtual strain energy: axial load, shear, torsion and temperature
Deflection of truss and beam by virtual work method
Castigliano’s method
Deflection of truss and beam by Castigliano’s method
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|
第11週 |
5/02 |
續前週 |
|
第12週 |
5/09 |
Statically Indeterminate structure: Force method： Compatibility of displacement
Maxwell’s theorem of reciprocal displacement
Beam
Truss
Composite (beam + truss) structures
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|
第13週 |
5/16 |
續前週 |
|
第14週 |
5/23 |
Displacement method: Slop-deflection method
Basic slop-deflection equations
Procedure of analysis
Beams
Rigid frames: no sideway
Rigid frames: sideway
|
|
第15週 |
5/30 |
續前週 |
|
第16週 |
6/06 |
Displacement method: Moment distribution method
Concept of iteration approach
Locking and fixed end moment
Unlocking, stiffness and carry-over factor
Process of locking and unlocking
Modified stiffness
Rigid frames: no sideway
Rigid frames: sideway
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|
第17週 |
6/13 |
續前週 |