Course Details

Static at Reconstructions (K)

Academic Year 2024/25

NLB037 course is part of 1 study plan

NPC-SIK Winter Semester 2nd year

Course Guarantor

Institute

Language of instruction

Czech

Credits

5 credits

Semester

winter

Forms and criteria of assessment

course-unit credit

Offered to foreign students

Not to offer

Course on BUT site

Lecture

13 weeks, 2 hours/week, elective

Syllabus

1. Structure serviceability. Faults sources – monitoring and possibilities of their reduction. Method of diagnostic investigation of concrete and masonry structures and bridges. 2. Definition and methods of load-bearing capacity determination of concrete and masonry structures and bridges. Preparation, extent and methods of loading tests. 3. Conditions for realisation of reconstructions from the structural viewpoint. Methods of strengthening of concrete structures and bridges. 4. Methods of strengthening of masonry structures and bridges. 5. Strengthening of structures with free prestressing reinforcement – prestressing, injection and guniting, structural analysis. 6. Strengthening of bridges with incoherent prestressing reinforcement – structural solution and analysis. 7. Strengthening and reconstruction of structures using concrete, steel and timber. 8. Foundation reconstructions. 9. Structural solution of buildings extensions, superstructures and buildings-in. 10. Temporary provision of structures at reconstructions. Deformation of strengthened structures and its monitoring. Mortal improvement by injection. Application of glued carbon fibres.

Exercise

13 weeks, 1 hours/week, compulsory

Syllabus

1. Load-bearing capacity of a bridge: Calculation of load-bearing capacity according previously valid codes, models of vehicles. 2. Design of a bridge deck including its reinforcement. 3.–4. Calculation of load-bearing capacity of a bridge structure. 5. Strengthening of the bridges: Strengthening of a deck by additional concreting. 6. Correction. 7. Strengthening of a deck with glued reinforcement. 8. Strengthening of a deck with unbond prestressing steel – arrangement of cable ducts, saddles and static behaviour. 9. Failures, modelling a strengthening of vaults. 10. Design submission. Credit.