Course Unit Code | 221-0301/01 |
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Number of ECTS Credits Allocated | 5 ECTS credits |
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Type of Course Unit * | Compulsory |
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Level of Course Unit * | Second Cycle |
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Year of Study * | First Year |
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Semester when the Course Unit is delivered | Winter Semester |
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Mode of Delivery | Face-to-face |
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Language of Instruction | Czech |
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Prerequisites and Co-Requisites | |
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| Prerequisities | Course Unit Code | Course Unit Title |
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| 221-0202 | Concrete Structures Elements |
| 221-0203 | Concrete and Masonry Structures |
| 221-0204 | Elements of Steel and Timber Structures |
| 221-0205 | Steel and Timber Structures |
Name of Lecturer(s) | Personal ID | Name |
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| ZID75 | doc. Ing. Pavlína Matečková, Ph.D. |
| KRI10 | doc. Ing. Vít Křivý, Ph.D. |
Summary |
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Within the framework of the subject "Structural Fire Design", students will be acquainted with the problems of fire resistance assessment of load-bearing structures in accordance with valid European standards. The subject is oriented to the main construction materials - concrete, steel, composite steel and concrete and timber. Checking the safety of load-bearing structures in a fire conditions is one of the standard requirements for the designers when designing and assessing the reliability of the load-bearing structures of buildings. |
Learning Outcomes of the Course Unit |
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After completing this subject, students will be able to understand and apply the following skills and topic areas:
- basic principles of fire resistance calculating method for steel, composite steel and concrete, timber and concrete structures according to valid European standards.
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Course Contents |
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Lectures:
1. Basic principles of fire resistance calculation, structural design using limit state method.
2. Temperature-time curves, standard time-temperature curve, parametric time-temperature curve, heat transfer.
3. Concrete structures – table fire resistance, heat exposure model.
4. Concrete structures – simple calculation method, isotherm 500 method and zone method.
5. Concrete structures – advanced calculation method, structural response model of statically determinate and indeterminate structure.
6. Concrete structures – risk of explosive spalling.
7. Steel structures - simplified heat exposure model, mechanical properties depending on temperature.
8. Steel structures - structural response model.
9. Steel structures - fire resistance assessment of structural elements and joints, assessment of the technical state of the steel structure after a fire.
10. Composite steel and concrete structures - simplified heat exposure model, mechanical properties depending on temperature.
11. Composite steel and concrete structures - structural response model, fire resistance, assessment of structural elements and joints.
12. Timber structures - simplified heat exposure model, mechanical properties depending on temperature.
13. Timber structures - structural response model, fire resistance assessment of structural elements and joints, assessment.
14. Modern computational procedures for checking the fire resistance of structures.tures. |
Recommended or Required Reading |
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Required Reading: |
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- EN 1991-1-2: Eurocode 1: Actions on structures, part 1-2: Action on structures – Action on structures exposed to fire, CNI, 2004.
- EN 1992-1-2, Eurocode 2: Design of concrete structures, part 1-2: General rules – Structural fire design, CNI, 2006.
- EN 1993-1-2 Eurocode 3: Design of steel structures, part 1-2: General rules – Structural fire design, CNI, 2006.
- EN 1995-1-2 Eurocode 5: Design of timber structures, part 1-2: General rules – Structural fire design, CNI, 2006. |
- ČSN EN 1991-1-2 Eurokód 1 – Zatížení konstrukcí. Část 1-2: Obecná zatížení – Zatížení konstrukcí vystavených účinkům požáru. ČNI. 08/2004.
- ČSN EN 1992-1-2 Eurokód 2: Navrhování betonových konstrukcí. Část 1-2: Obecná pravidla – Navrhování konstrukcí na účinky požáru. ČNI. 11/2006.
- ČSN EN 1993-1-2 Eurokód 3: Navrhování ocelových konstrukcí. Část 1-2: Obecná pravidla – Navrhování konstrukcí na účinky požáru. ČNI. 12/2006.
- ČSN EN 1995-1-2 Eurokód 5: Navrhování dřevěných konstrukcí. Část 1-2: Obecná pravidla – Navrhování konstrukcí na účinky požáru. ČNI. 12/2006.
- Vassart, O. et al.: Structural Fire Design. Publications Office of the European Union, Luxembourg, 2014. ISBN 978-92-79-38671-8.
- Vassart, O., Zhao B.: Membrane Actions of Composite Structures in Case of Fire. ECCS, Brussels, 2013. ISBN 9291471135.
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Recommended Reading: |
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- Vassart, O. et al.: Structural Fire Design. Publications Office of the European Union, Luxembourg, 2014. ISBN 978-92-79-38671-8.
- Vassart, O., Zhao B.: Membrane Actions of Composite Structures in Case of Fire. ECCS, Brussels, 2013. ISBN 9291471135.
- Buchanan A. H.: Structural design for fire safety. John Wiley&Sons Ltd, England, 2002, ISBN 0-471-88993-8. |
- Blahož V., Kadlec, Z.: Základy sdílení tepla. Sdružení požárního a bezpečnostního inženýrství Ostrava, 2000.
- Wald, F. a kolektiv: Výpočet požární odolnosti stavebních konstrukcí. Praha: ČVUT, 2005. ISBN 80-0103157-8.
- Kučera, P. a kolektiv: Požární odolnost stavebních konstrukcí. SPBI, Ostrava, 2010. ISBN 978-80-7385-094-4. ISBN: 978-80-7385-095-1.
- Kučera, P., Pezdová, Z.: Základy matematického modelování požáru. SPBI, Ostrava, 2010.
- Zoufal R. a kol.: Hodnoty požární odolnosti stavebních konstrukcí podle Eurokódů. PAVUS, Praha, 2009, ISBN 978-80-904481-0-0. |
Planned learning activities and teaching methods |
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Lectures, Individual consultations, Tutorials, Project work |
Assesment methods and criteria |
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Task Title | Task Type | Maximum Number of Points (Act. for Subtasks) | Minimum Number of Points for Task Passing |
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Graded credit | Graded credit | 100 | 51 |