週次 |
日期 |
單元主題 |
第1週 |
2/26 |
1. Introduction: Engineering structures Some examples Classification of structures Modeling of structure: Bending, tension-compression, shearing, torsion Loading Boundary and constraints |
第2週 |
3/05 |
2. Fundamentals Equation of equilibrium Member forces Reaction forces Connections Stability and determinacy of structure Methods of analysis |
第3週 |
3/12 |
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 |
第4週 |
3/19 |
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 |
第5週 |
3/26 |
4. Internal loading of structural members: Member force of a specified point Shear force and bending moment distribution of a beam member Linear superposition |
第6週 |
4/02 |
5. Statically determinate cables and arches : Cables Arches |
第7週 |
4/09 |
清明節 |
第8週 |
4/16 |
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 |
第9週 |
4/23 |
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 |
第10週 |
4/30 |
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 |
第11週 |
5/07 |
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 |
第12週 |
5/14 |
Statically Indeterminate structure: Force method: Compatibility of displacement Maxwell’s theorem of reciprocal displacement Beam Truss Composite (beam + truss) structures |
第13週 |
5/21 |
Statically Indeterminate structure: Force method: Compatibility of displacement Maxwell’s theorem of reciprocal displacement Beam Truss Composite (beam + truss) structures |
第14週 |
5/28 |
Displacement method: Slop-deflection method Basic slop-deflection equations Procedure of analysis Beams Rigid frames: no sideway Rigid frames: sideway |
第15週 |
6/04 |
Displacement method: Slop-deflection method Basic slop-deflection equations Procedure of analysis Beams Rigid frames: no sideway Rigid frames: sideway |
第16週 |
6/11 |
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 |
第17週 |
6/18 |
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 |