Course Details
Computing calculation of concrete structures
Academic Year 2023/24
CL054 course is part of 1 study plan
N-P-C-SI (N) / S Winter Semester 2nd year
Software for solution of framed and flat structures. Training programme data for solution of engineering problems. Individual work of a student on computer under the lecturer’s leading.
Modelling structures individually formulated. Modelling framed and flat concrete structures. Formulation of input data and evaluation of the results using computer or graphic method. Dimensioning cross-sections on computer.
Time-dependent analysis of concrete structures. Modelling geometric and physical non-linearity.
Modelling structures individually formulated. Modelling framed and flat concrete structures. Formulation of input data and evaluation of the results using computer or graphic method. Dimensioning cross-sections on computer.
Time-dependent analysis of concrete structures. Modelling geometric and physical non-linearity.
Course Guarantor
Institute
Objective
To learn to utilise selected software for design of concrete structures.
To model and to dimension flat and framed structures using computing technology.
To apply a time analysis and geometric and physical non-linearity in design.
To model and to dimension flat and framed structures using computing technology.
To apply a time analysis and geometric and physical non-linearity in design.
Knowledge
A student gains these knowledge and skills:
• Virtue to utilise selected software for design of concrete structures.
• Virtue for modeling and to dimensionning flat and framed structures using computing technology.
• Virtue to apply time-dependent analysis and geometric and physical non-linearity in design of structures.
• Virtue to utilise selected software for design of concrete structures.
• Virtue for modeling and to dimensionning flat and framed structures using computing technology.
• Virtue to apply time-dependent analysis and geometric and physical non-linearity in design of structures.
Syllabus
1. Modelling of framed concrete structures. Preparation of model geometry. Cross-sectional changes. Change of central line.
2. Rigidity. Modelling of loads. Supporting elements of plane and spatial model. Calculation.
3. Post-processing. Visualisation and evaluation of calculation results.
4. Computational dimensioning of framed concrete structures.
5. Application of time-dependent analysis for framed structures.
6. Modelling of geometric and physical non-linearity of framed structures.
7. Modelling of flat concrete structures. Slab rigidity. Effects of reinforcement. Loads.
8. Modelling of flat concrete structures on subsoil.
9. Computational dimensioning of concrete slab structures.
10. Modelling of geometric and physical non-linearity of slab structures.
2. Rigidity. Modelling of loads. Supporting elements of plane and spatial model. Calculation.
3. Post-processing. Visualisation and evaluation of calculation results.
4. Computational dimensioning of framed concrete structures.
5. Application of time-dependent analysis for framed structures.
6. Modelling of geometric and physical non-linearity of framed structures.
7. Modelling of flat concrete structures. Slab rigidity. Effects of reinforcement. Loads.
8. Modelling of flat concrete structures on subsoil.
9. Computational dimensioning of concrete slab structures.
10. Modelling of geometric and physical non-linearity of slab structures.
Prerequisites
stresses, software for structural design, structural models, dimensioning of concrete members and structures
Language of instruction
Czech
Credits
5 credits
Semester
winter
Forms and criteria of assessment
course-unit credit and examination
Specification of controlled instruction, the form of instruction, and the form of compensation of the absences
Extent and forms are specified by guarantor’s regulation updated for every academic year.
Offered to foreign students
Not to offer
Course on BUT site
Lecture
13 weeks, 2 hours/week, elective
Syllabus
1. Modelling of framed concrete structures. Preparation of model geometry. Cross-sectional changes. Change of central line.
2. Rigidity. Modelling of loads. Supporting elements of plane and spatial model. Calculation.
3. Post-processing. Visualisation and evaluation of calculation results.
4. Computational dimensioning of framed concrete structures.
5. Application of time-dependent analysis for framed structures.
6. Modelling of geometric and physical non-linearity of framed structures.
7. Modelling of flat concrete structures. Slab rigidity. Effects of reinforcement. Loads.
8. Modelling of flat concrete structures on subsoil.
9. Computational dimensioning of concrete slab structures.
10. Modelling of geometric and physical non-linearity of slab structures.
Exercise
13 weeks, 2 hours/week, compulsory
Syllabus
1. Pre-prestressed roof truss: bar model, cross-section, enlarging cross-section, design of prestressing force with the help of equivalent load.
2. Application of modulus of pre-prestressed cable.
3.- 4. Progressive construction – time-dependent analyse TDA, short-terms and long-terms losses of prestressing.
5. Slab structure: Slab model with different types of supports, modelling of ribs and bars on the eccentricity.
6. Check of calculation, combination, dimensioning, determination of minimum reinforcement area.
7.- 8. Calculation of non-linear deflection influenced by the cracks, reinforcement and creep.
9. Reinforcing: Utilisation of programme RECOC.
10. Project submission. Credit.