Code: 132SM3E Structural Mechanics 3
Lecturer: prof. Ing. Jan Zeman Ph.D. Weekly load: 2P+2C Completion: A, EX
Department: 11132 Credits: 5 Semester: S
Description:
Analysis of statically indeterminate structures by the slope-deflection method and the force method. Principle of virtual work.
Contents:
1. Background review; static (in)determinacy; basic idea of Displacement Method for multi-span beams
2. Simplified Displacement Method (SDM) for frames without sidesway
3. SDM for pin-supported members and frames with sidesway
4. General Displacement Method (GDM) for 2D trusses
5. GDM for 2D frames I
6. GDM for 2D frames II: support settlements and temperature changes; info on review test
7. SDM & GDM: overview, symmetric structures, example of computer analysis
8. Principle of Virtual Work (PVW): introduction; principle of virtual displacements and forces
9. PVW: Deflection of multi-span beams, reduction theorem
10. PVW: support settlements and temperature changes; applications to frames and trusses
11. Force method (FM): principles, application to beams and frames
12. FM for trusses; info on the final exam
Seminar contents:
1. Review of analyses of statically determinate and indeterminate structures
2. SDM for multi-span beams
3. SDM for frames without sidesway
4. SDM for frames with sidesway
5. GDM for 2D trusses
6. GDM for 2D frames
7. Mid-term review test
8. GDM for 2D frames with support settlements and temperature changes
10. Exploiting symmetry GDM; PVW for multi-span beam structures
11. PVW for truss structures
12. FM: choice of primary structures, application to beams and frames
13. FM: application to beams and frames under support settlements and temperature changes
Recommended literature:
1. R. C. Hibbeler: Structural Analysis in SI Units, 10th Edition, Pearson, 2019
2. P. Řeřicha: Structural mechanics 40, Statically indeterminate structures, CTU in Prague, 2003
Keywords:
planar frames, planar trusses, force method, displacement method

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