Course detail

Theory of metal and timber structures

FAST-DO61Acad. year: 2023/2024

Principles of reliability of metal and timber structures. Probability parameters and characteristics of effects acting on structures. The characteristic quantities. Design resistance of steel and timber structures. Improvement of theoretical design model of structural system. Initial imperfections of structural members and structural systems. Ideal and actual structure. Problem of interaction and influence of relationships between structural members and carried members on actual action of members of structural systems. Ductility of connections and joints. Semi-rigid joints.

Language of instruction

Czech

Number of ECTS credits

8

Mode of study

Not applicable.

Guarantor

prof. Ing. Jindřich Melcher, DrSc.

Department

Institute of Metal and Timber Structures (KDK)

Entry knowledge

theory of elasticity and plasticity

Rules for evaluation and completion of the course

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

Aims

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

Study aids

Not applicable.

Prerequisites and corequisites

Not applicable.

Basic literature

Not applicable.

Recommended reading

Not applicable.

Classification of course in study plans

  • Programme D-P-C-SI (N) Doctoral

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

  • Programme D-K-C-SI (N) Doctoral

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

  • Programme D-K-E-CE (N) Doctoral

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

Type of course unit

 

Lecture

39 hod., optionally

Teacher / Lecturer

prof. Ing. Jindřich Melcher, DrSc.

Syllabus

1., 2. Principles of reliability of metal and timber structures. 3. Probability parameters and characteristics of effects acting on structures. 4. The characteristic quantities. 5. Design resistance of steel and timber structures. 6.,7. Improvement of theoretical design model of structural system. 8.,9. Initial imperfections of structural members and structural systems. 10. Ideal and actual structure. 11.,12. Problem of interaction and influence of relationships between structural members and carried members on actual action of members of structural systems. 13. Ductility of connections and joints. Semi-rigid joints.