Course detail

Automation of the Design of Metal and Timber Structures

FAST-CO054Acad. year: 2018/2019

Summary of computing systems for design and evaluation of steel and timber structures
CAD systems for simulation of metal and timber structures
Calculation model: Structure geometry; Boundary conditions; Load; Calculation; Effects on substructure; Internal forces extremes; Verification and dimensioning
Modules: stability, dynamics, rolling load.
Material specification.

Language of instruction

Czech

Number of ECTS credits

5

Mode of study

Not applicable.

Guarantor

prof. Ing. Miroslav Bajer, CSc.

Department

Institute of Metal and Timber Structures (KDK)

Learning outcomes of the course unit

Students will acquire more in-depth knowledge and skills in the area of the construction of a geometrical model of a structure, including the application of load. They will be able to model boundary conditions and determine buckling lengths. Furthermore, they will be able to carry out an analysis of a structure, including the evaluation of individual elements.

Prerequisites

Metal structures - design of elements and connections of steel structures. Timber structures - design of elements and connections of timber structures.

Co-requisites

Extension of knowledge of structural mechanics and steel a timber building structures.

Planned learning activities and teaching methods

The course is taught through lectures, practical classes and self-study assignments. Attendance at lectures is optional, but attendance at classes is compulsory.

Assesment methods and criteria linked to learning outcomes

A precondition for successful completion of the subject is the submission of an assignment to produce a numerical model of a steel structure. Participation in practical classes is compulsory. The subject is concluded by an electronic examination involving the creation of a numerical model of a given structure.

Course curriculum

1. Introduction, the view of the program’s systems.
2. Co-ordinate systems, convention of the internal forces.
3. Material properties, types of the members, characteristics of the cross-section.
4. Geometry of the structure : plain systems, spatial systems.
5. Constrains : supporting of the structure, cooperation of the members.
6. Load: types of the load,the load in accordance with ULS, combination of load state.
7. The analysis of the structure : linear solution of the stress and strain.
8. The stability. The buckling length of the press and bending bar.
9. Judgment of the members.
10. Simple cases of the structure nelinearity : absence of the bars, absence of the supports.

Work placements

Not applicable.

Aims

The objective of the subject is to introduce students to the problems of this course and to practise acquires knowledge and skills.

Specification of controlled education, way of implementation and compensation for absences

Extent and forms are specified by guarantor’s regulation updated for every academic year.

Recommended optional programme components

It is possible to study optional subjects from the given study programme which exceed the scope of the study plan.

Prerequisites and corequisites

Not applicable.

Basic literature

Not applicable.

Recommended reading

Not applicable.

Classification of course in study plans

  • Programme N-K-C-SI Master's

    branch S , 2 year of study, winter semester, compulsory-optional

  • Programme N-P-C-SI Master's

    branch S , 2 year of study, winter semester, compulsory-optional

  • Programme N-P-E-SI Master's

    branch S , 2 year of study, winter semester, compulsory-optional

Type of course unit

 

Lecture

26 hod., optionally

Teacher / Lecturer

prof. Ing. Miroslav Bajer, CSc.

Syllabus

1. Introduction, the view of the program’s systems.
2. Co-ordinate systems, convention of the internal forces.
3. Material properties, types of the members, characteristics of the cross-section.
4. Geometry of the structure : plain systems, spatial systems.
5. Constrains : supporting of the structure, cooperation of the members.
6. Load: types of the load,the load in accordance with ULS, combination of load state.
7. The analysis of the structure : linear solution of the stress and strain.
8. The stability. The buckling length of the press and bending bar.
9. Judgment of the members.
10. Simple cases of the structure nelinearity : absence of the bars, absence of the supports.

Exercise

26 hod., compulsory

Teacher / Lecturer

prof. Ing. Miroslav Bajer, CSc.

Syllabus

1. Co-ordinate systems, convention of the internal forces.
2. Material properties.
3. Characteristics of the cross-section.
4. Geometry of the structure.
5. Constrains.
6. Load.
7. The analysis of the structure.
8. The stability.
9.-10. Judgment of the members.