Zachodniopomorski Uniwersytet Technologiczny w Szczecinie

Wydział Budownictwa i Inżynierii Środowiska - Civil Engineering (S2)

Sylabus przedmiotu Complex Concrete Structures 1:

Informacje podstawowe

Kierunek studiów Civil Engineering
Forma studiów studia stacjonarne Poziom drugiego stopnia
Tytuł zawodowy absolwenta magister
Obszary studiów charakterystyki PRK, kompetencje inżynierskie PRK
Profil ogólnoakademicki
Moduł —
Przedmiot Complex Concrete Structures 1
Specjalność przedmiot wspólny
Jednostka prowadząca Katedra Konstrukcji Żelbetowych i Technologii Betonu
Nauczyciel odpowiedzialny Piotr Brzozowski <Piotr.Brzozowski@zut.edu.pl>
Inni nauczyciele Piotr Brzozowski <Piotr.Brzozowski@zut.edu.pl>, Professor Visiting <Visiting@zut.edu.pl>, Adam Zieliński <Adam.Zielinski@zut.edu.pl>
ECTS (planowane) 3,0 ECTS (formy) 3,0
Forma zaliczenia egzamin Język angielski
Blok obieralny — Grupa obieralna —

Formy dydaktyczne

Forma dydaktycznaKODSemestrGodzinyECTSWagaZaliczenie
wykładyW1 15 1,50,50egzamin
projektyP1 15 1,50,50zaliczenie

Wymagania wstępne

KODWymaganie wstępne
W-1Graduating major of any specialty in Civil Engineering as full-time or extramural studies

Cele przedmiotu

KODCel modułu/przedmiotu
C-1Ability to design complex pre-stressed structures

Treści programowe z podziałem na formy zajęć

KODTreść programowaGodziny
projekty
T-P-1Design of pre-stressed or post-tensioned girder: Selection of the cross-section, tendons and stressing force. Evaluating of ultimate limit state and cracking resistance. Girder design drawings15
15
wykłady
T-W-1Idea of stressing and tensioning of structures and solutions: post-tensioned and pre-stressed concrete2
T-W-2Materials used in pre-stressed and post-tensioned structures: concrete, pre-stressing steel, tendons, stressing equipment3
T-W-3Calculation conditions, strain limiting, loss in pre-stressing force, ultimate limit state, resistance to cracking and deflection5
T-W-4Pre-stressed and post-tensioned girders, design rules, marking out of tendons, examples3
T-W-5Cylindrical pre-stressed concrete tanks1
T-W-6Design of pre-stressed or post-tensioned girder: Selection of the cross-section, tendons and stressing force. Evaluating of ultimate limit state and cracking resistance. Girder design drawings1
15

Obciążenie pracą studenta - formy aktywności

KODForma aktywnościGodziny
projekty
A-P-1Participation in classes15
A-P-2Participation in consultations2
A-P-3Individual preparation of design assignment20
A-P-4Consultances4
A-P-5Preparation for grading3
A-P-6Controlled assessment1
45
wykłady
A-W-1Participation in lectures15
A-W-2Lecture preparation – literature study21
A-W-3Consultances2
A-W-4Preparation for the exam4
A-W-5Taking an exam3
45

Metody nauczania / narzędzia dydaktyczne

KODMetoda nauczania / narzędzie dydaktyczne
M-1Lecture
M-2Project

Sposoby oceny

KODSposób oceny
S-1Ocena podsumowująca: Passing the controlled assignment
S-2Ocena podsumowująca: Passing the work assigned to home

Zamierzone efekty uczenia się - wiedza

Zamierzone efekty uczenia sięOdniesienie do efektów kształcenia dla kierunku studiówOdniesienie do efektów zdefiniowanych dla obszaru kształceniaOdniesienie do efektów uczenia się prowadzących do uzyskania tytułu zawodowego inżynieraCel przedmiotuTreści programoweMetody nauczaniaSposób oceny
CE_2A_CE/C/02_W01
Student knows the principles of using active reinforcement in pre-stressed and post-tensioned concrete structures		B-A_2A_W05, B-A_2A_W06, B-A_2A_W08, B-A_2A_W10——C-1T-W-1, T-W-5, T-W-6, T-W-2, T-W-3, T-W-4, T-P-1M-1, M-2S-1

Zamierzone efekty uczenia się - umiejętności

Zamierzone efekty uczenia sięOdniesienie do efektów kształcenia dla kierunku studiówOdniesienie do efektów zdefiniowanych dla obszaru kształceniaOdniesienie do efektów uczenia się prowadzących do uzyskania tytułu zawodowego inżynieraCel przedmiotuTreści programoweMetody nauczaniaSposób oceny
CE_2A_CE/C/02_U01
Student can design precast reinforced concrete grinder using active reinforcement in pre-stressed and post-tensioned system. Can dimension construction details of the reinforced concrete grinder.		B-A_2A_U21, B-A_2A_U08, B-A_2A_U22——C-1T-W-1, T-W-5, T-W-6, T-W-2, T-W-3, T-W-4, T-P-1M-2S-2

Zamierzone efekty uczenia się - inne kompetencje społeczne i personalne

Zamierzone efekty uczenia sięOdniesienie do efektów kształcenia dla kierunku studiówOdniesienie do efektów zdefiniowanych dla obszaru kształceniaOdniesienie do efektów uczenia się prowadzących do uzyskania tytułu zawodowego inżynieraCel przedmiotuTreści programoweMetody nauczaniaSposób oceny
CE_2A_CE/C/02_K01
Student is prepared to independently perform engineering tasks with the use of technologies developed by concrete tension system manufacturers and to further improve his professional skills		B-A_2A_K06, B-A_2A_K01——C-1T-W-1, T-W-5, T-W-6, T-W-2, T-W-3, T-W-4, T-P-1M-1, M-2S-1, S-2

Kryterium oceny - wiedza

Efekt uczenia sięOcenaKryterium oceny
CE_2A_CE/C/02_W01
Student knows the principles of using active reinforcement in pre-stressed and post-tensioned concrete structures		2,0
3,0Student knows the basic principles of pre-stressed and post-tensioned concrete structures
3,5
4,0
4,5
5,0

Kryterium oceny - umiejętności

Efekt uczenia sięOcenaKryterium oceny
CE_2A_CE/C/02_U01
Student can design precast reinforced concrete grinder using active reinforcement in pre-stressed and post-tensioned system. Can dimension construction details of the reinforced concrete grinder.		2,0
3,0Student can select prestressing technology appropriate to the function and working environment of the reinforced concrete structure
3,5
4,0
4,5
5,0

Kryterium oceny - inne kompetencje społeczne i personalne

Efekt uczenia sięOcenaKryterium oceny
CE_2A_CE/C/02_K01
Student is prepared to independently perform engineering tasks with the use of technologies developed by concrete tension system manufacturers and to further improve his professional skills		2,0
3,0Student is aware of responsibility in engineering design of reinforced concrete presstressed elements
3,5
4,0
4,5
5,0

Literatura podstawowa

  1. Giandomenico Toniolo, Marco di Prisco, Michele Win Tai Mak, Reinforced Concrete Design to Eurocode 2, Springer Verlag GmbH, 2017
  2. W.H. Mosley, Reinforced Concrete Design, PALGRAVE MACMILLAN, 2012
  3. Millais, Malcolm, Building structures : from concepts to design, Spon Press, New York, 2005
  4. MacGregor, James Grierson, Reinforced concrete : mechanics and design, Pearson Prentice Hall, 2006
  5. A. M. Neville, Properties of concrete, London, 2011
  6. Starosolski W., Konstrukcje żelbetowe, według EC2 t. I-V, PWN, Warszawa, 2011
  7. EN 1992-1-1, Eurocode2 :Design of concrete structures - Part 1-1:General rules and rules for buildings, 2010
  8. EN 1992-3, Eurocode 2 - Design of conrete structures - Part 3: Liquid retainig and contaiment structures, 2006

Literatura dodatkowa

  1. EN 1990, Eurocode - Basic of structural design, 2002
  2. Abramowicz M., Wróblewski T., Berczyński S., Modelling and parameter identification of steel–concrete composite beams in 3D rigid finite element method, Archives of Civil and Mechanical Engineering, 2020
  3. P. Brzozowski, E. Horszczaruk, K. Hrabiuk, The influence of natural and nano-additives on early strength of cement mortars, Procedia Engineering, 2017, Tom: 172, s. 127–134

Treści programowe - projekty

KODTreść programowaGodziny
T-P-1Design of pre-stressed or post-tensioned girder: Selection of the cross-section, tendons and stressing force. Evaluating of ultimate limit state and cracking resistance. Girder design drawings15
15

Treści programowe - wykłady

KODTreść programowaGodziny
T-W-1Idea of stressing and tensioning of structures and solutions: post-tensioned and pre-stressed concrete2
T-W-2Materials used in pre-stressed and post-tensioned structures: concrete, pre-stressing steel, tendons, stressing equipment3
T-W-3Calculation conditions, strain limiting, loss in pre-stressing force, ultimate limit state, resistance to cracking and deflection5
T-W-4Pre-stressed and post-tensioned girders, design rules, marking out of tendons, examples3
T-W-5Cylindrical pre-stressed concrete tanks1
T-W-6Design of pre-stressed or post-tensioned girder: Selection of the cross-section, tendons and stressing force. Evaluating of ultimate limit state and cracking resistance. Girder design drawings1
15

Formy aktywności - projekty

KODForma aktywnościGodziny
A-P-1Participation in classes15
A-P-2Participation in consultations2
A-P-3Individual preparation of design assignment20
A-P-4Consultances4
A-P-5Preparation for grading3
A-P-6Controlled assessment1
45
(*) 1 punkt ECTS, odpowiada około 30 godzinom aktywności studenta

Formy aktywności - wykłady

KODForma aktywnościGodziny
A-W-1Participation in lectures15
A-W-2Lecture preparation – literature study21
A-W-3Consultances2
A-W-4Preparation for the exam4
A-W-5Taking an exam3
45
(*) 1 punkt ECTS, odpowiada około 30 godzinom aktywności studenta
PoleKODZnaczenie kodu
Zamierzone efekty uczenia sięCE_2A_CE/C/02_W01Student knows the principles of using active reinforcement in pre-stressed and post-tensioned concrete structures
Odniesienie do efektów kształcenia dla kierunku studiówB-A_2A_W05Knows and understands advanced general knowledge in the field of selected issues related to civil engineering
B-A_2A_W06Knows and understands advanced general knowledge covering the key issues assigned to the field of civil engineering
B-A_2A_W08Knows and understands the principles of analysis, construction and dimensioning of elements of complex structures and building objects
B-A_2A_W10Knows and understands advanced general knowledge of technical standards and norms appropriate for the studied specialization
Cel przedmiotuC-1Ability to design complex pre-stressed structures
Treści programoweT-W-1Idea of stressing and tensioning of structures and solutions: post-tensioned and pre-stressed concrete
T-W-5Cylindrical pre-stressed concrete tanks
T-W-6Design of pre-stressed or post-tensioned girder: Selection of the cross-section, tendons and stressing force. Evaluating of ultimate limit state and cracking resistance. Girder design drawings
T-W-2Materials used in pre-stressed and post-tensioned structures: concrete, pre-stressing steel, tendons, stressing equipment
T-W-3Calculation conditions, strain limiting, loss in pre-stressing force, ultimate limit state, resistance to cracking and deflection
T-W-4Pre-stressed and post-tensioned girders, design rules, marking out of tendons, examples
T-P-1Design of pre-stressed or post-tensioned girder: Selection of the cross-section, tendons and stressing force. Evaluating of ultimate limit state and cracking resistance. Girder design drawings
Metody nauczaniaM-1Lecture
M-2Project
Sposób ocenyS-1Ocena podsumowująca: Passing the controlled assignment
Kryteria ocenyOcenaKryterium oceny
2,0
3,0Student knows the basic principles of pre-stressed and post-tensioned concrete structures
3,5
4,0
4,5
5,0
PoleKODZnaczenie kodu
Zamierzone efekty uczenia sięCE_2A_CE/C/02_U01Student can design precast reinforced concrete grinder using active reinforcement in pre-stressed and post-tensioned system. Can dimension construction details of the reinforced concrete grinder.
Odniesienie do efektów kształcenia dla kierunku studiówB-A_2A_U21Can dimension construction details in various construction objects typical for professional activities related to the studied field of civil engineering
B-A_2A_U08Can prepare technical documentation in the environment of selected CAD programs
B-A_2A_U22Can, in accordance with a given specification, taking into account also non-technical aspects, design a complex building object or technological process and determine, at least in part, the manner of its implementation, using appropriate methods, techniques and tools used in civil engineering
Cel przedmiotuC-1Ability to design complex pre-stressed structures
Treści programoweT-W-1Idea of stressing and tensioning of structures and solutions: post-tensioned and pre-stressed concrete
T-W-5Cylindrical pre-stressed concrete tanks
T-W-6Design of pre-stressed or post-tensioned girder: Selection of the cross-section, tendons and stressing force. Evaluating of ultimate limit state and cracking resistance. Girder design drawings
T-W-2Materials used in pre-stressed and post-tensioned structures: concrete, pre-stressing steel, tendons, stressing equipment
T-W-3Calculation conditions, strain limiting, loss in pre-stressing force, ultimate limit state, resistance to cracking and deflection
T-W-4Pre-stressed and post-tensioned girders, design rules, marking out of tendons, examples
T-P-1Design of pre-stressed or post-tensioned girder: Selection of the cross-section, tendons and stressing force. Evaluating of ultimate limit state and cracking resistance. Girder design drawings
Metody nauczaniaM-2Project
Sposób ocenyS-2Ocena podsumowująca: Passing the work assigned to home
Kryteria ocenyOcenaKryterium oceny
2,0
3,0Student can select prestressing technology appropriate to the function and working environment of the reinforced concrete structure
3,5
4,0
4,5
5,0
PoleKODZnaczenie kodu
Zamierzone efekty uczenia sięCE_2A_CE/C/02_K01Student is prepared to independently perform engineering tasks with the use of technologies developed by concrete tension system manufacturers and to further improve his professional skills
Odniesienie do efektów kształcenia dla kierunku studiówB-A_2A_K06Is ready to improve professional and personal competences, independently complements and extends knowledge in the field of modern processes, technologies and management methods in construction
B-A_2A_K01Is ready to independently integrate the acquired knowledge and undertake in an organized manner new and comprehensive activities aimed at the implementation of the undertaken engineering task, also in conditions of limited access to the necessary information
Cel przedmiotuC-1Ability to design complex pre-stressed structures
Treści programoweT-W-1Idea of stressing and tensioning of structures and solutions: post-tensioned and pre-stressed concrete
T-W-5Cylindrical pre-stressed concrete tanks
T-W-6Design of pre-stressed or post-tensioned girder: Selection of the cross-section, tendons and stressing force. Evaluating of ultimate limit state and cracking resistance. Girder design drawings
T-W-2Materials used in pre-stressed and post-tensioned structures: concrete, pre-stressing steel, tendons, stressing equipment
T-W-3Calculation conditions, strain limiting, loss in pre-stressing force, ultimate limit state, resistance to cracking and deflection
T-W-4Pre-stressed and post-tensioned girders, design rules, marking out of tendons, examples
T-P-1Design of pre-stressed or post-tensioned girder: Selection of the cross-section, tendons and stressing force. Evaluating of ultimate limit state and cracking resistance. Girder design drawings
Metody nauczaniaM-1Lecture
M-2Project
Sposób ocenyS-1Ocena podsumowująca: Passing the controlled assignment
S-2Ocena podsumowująca: Passing the work assigned to home
Kryteria ocenyOcenaKryterium oceny
2,0
3,0Student is aware of responsibility in engineering design of reinforced concrete presstressed elements
3,5
4,0
4,5
5,0