Stability of Buildings (5 cr)
Code: TX00DO23-3007
General information
- Enrollment
-
27.11.2023 - 14.01.2024
Registration for the implementation has ended.
- Timing
-
15.01.2024 - 28.04.2024
Implementation has ended.
- Number of ECTS credits allocated
- 5 cr
- Local portion
- 5 cr
- Mode of delivery
- On-campus
- Unit
- (2019-2024) School of Real Estate and Construction
- Campus
- Myllypurontie 1
- Teaching languages
- Finnish
- Degree programmes
- Civil Engineering
- Teachers
- Joni Pirhonen
- Course
- TX00DO23
Implementation has 12 reservations. Total duration of reservations is 45 h 0 min.
Time | Topic | Location |
---|---|---|
Fri 19.01.2024 time 08:00 - 11:30 (3 h 30 min) |
Rakenteiden jäykistys TX00DO23-3007 |
MPA5020
Oppimistila
|
Fri 26.01.2024 time 08:00 - 11:30 (3 h 30 min) |
Rakenteiden jäykistys TX00DO23-3007 |
MPA5020
Oppimistila
|
Fri 09.02.2024 time 08:00 - 11:30 (3 h 30 min) |
Rakenteiden jäykistys TX00DO23-3007 |
MPA5020
Oppimistila
|
Fri 16.02.2024 time 08:00 - 11:30 (3 h 30 min) |
Rakenteiden jäykistys TX00DO23-3007 |
MPA5020
Oppimistila
|
Thu 29.02.2024 time 12:30 - 16:00 (3 h 30 min) |
Rakenteiden jäykistys TX00DO23-3007 |
MPA5020
Oppimistila
|
Thu 21.03.2024 time 08:00 - 11:30 (3 h 30 min) |
Rakenteiden jäykistys TX00DO23-3007 |
MPA5020
Oppimistila
|
Thu 28.03.2024 time 12:30 - 16:00 (3 h 30 min) |
Rakenteiden jäykistys TX00DO23-3007 |
MPA5020
Oppimistila
|
Thu 04.04.2024 time 12:00 - 16:30 (4 h 30 min) |
Rakenteiden jäykistys TX00DO23-3007 |
MPA5020
Oppimistila
|
Thu 11.04.2024 time 12:00 - 16:30 (4 h 30 min) |
Rakenteiden jäykistys TX00DO23-3007 |
MPA5020
Oppimistila
|
Thu 18.04.2024 time 08:00 - 11:30 (3 h 30 min) |
Rakenteiden jäykistys TX00DO23-3007 |
MPA5020
Oppimistila
|
Thu 25.04.2024 time 12:00 - 16:30 (4 h 30 min) |
Rakenteiden jäykistys TX00DO23-3007 |
MPA5020
Oppimistila
|
Thu 02.05.2024 time 08:00 - 11:30 (3 h 30 min) |
Rakenteiden jäykistys TX00DO23-3007 |
MPA5020
Oppimistila
|
Objective
After completing the course the student is able to
- explain the function of a building frame
- explain the principles of common methods used in lateral stiffening of a building
- work out the actions on the stiffening system of a building
- derive the load distribution on structures of a stiffening system
- design a concrete wall diaphragm and its joints to other structures
- define required tie reinforcement in joints between precast concrete elements
- design concrete structures with no structural reinforcement
- consider the prevention of progressive collapse
Content
Building frame
Lateral actions due to imperfections of structures
Wind load
Distribution of lateral loads
Design of floor diaphragm of hollow core slabs
Design of concrete wall diaphragm
Ties according to EN 1992-1-1
Progressive collapse
Evaluation scale
0-5
Assessment criteria, satisfactory (1)
The student has acquired satisfying the knowledge listed in the learning outcomes and has completed course exercises.
The course implementation plan describes the requirements for a pass grade in more detail.
Assessment criteria, good (3)
The student has acquired satisfying the knowledge listed in the learning outcomes and has completed course exercises well.
Assessment criteria, excellent (5)
The student has acquired the knowledge listed in the learning outcomes and has completed course exercises excellently.
Assessment criteria, approved/failed
The student has acquired satisfying the knowledge listed in the learning outcomes and has completed course exercises.
The course implementation plan describes the requirements for a pass grade in more detail.
Qualifications
Statics 1, Statics 2, Mechanics of Materials, Structural Design 2, Structural Design of Concrete Structures