Rosario MONTUORI | TECNICA DELLE COSTRUZIONI
Rosario MONTUORI TECNICA DELLE COSTRUZIONI
cod. 0660100027
TECNICA DELLE COSTRUZIONI
0660100027 | |
DEPARTMENT OF CIVIL ENGINEERING | |
EQF7 | |
BUILDING ENGINEERING - ARCHITECTURE | |
2019/2020 |
OBBLIGATORIO | |
YEAR OF COURSE 4 | |
YEAR OF DIDACTIC SYSTEM 2012 | |
ANNUALE |
SSD | CFU | HOURS | ACTIVITY | |
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ICAR/09 | 12 | 120 | LESSONS |
Objectives | |
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THE COURSE GOAL IS THE KNOWLEDGE OF THEORY AND TECHNIQUE OF REINFORCED CONCRETE SECTIONS IN LINEAR FIELD AND IN NON-LINEAR FIELD SEMIPROBABILISTIC LIMIT STATES METHOD, DESIGN RESISTANCES AND DESIGN ACTIONS, LOADS COMBINATION.ULTIMATE LIMIT STATES (SLU) AND SERVICEBILITY LIMIT STATES. MAIN MODEL OD FOUNDATION STRUCTURES. STEEL STRUCTURES WITH PARTICULAR ATTENTION DEVOTED TO BOLTED AND WELDED CONNECTIONS. |
Prerequisites | |
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IN ORDER TO ACHIEVE THE TEACHING GOAL, THE MATHEMATICAL AND PHYSICAL KNOWLEDGES OF RIGID AND DEFORMABLE SOLID ARE REQUIRED |
Contents | |
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INTRODUCTION TO THE COURSE (THEORY HOURS. 5; EXERCISES HOURS 2): METHODS FOR STRUCTURAL SAFETY CHECK, LINEAR METHOD, SEMIPROBABILISTIC LIMIT STATES METHODS. BASIC ISSUES OF REINFORCED CONCRETE THEORY; CONCRETE AND STEEL PROPERTIES; SHRINKAGE AND FLUAGE; THE RELAXATION OF STEEL. THEORY AND TECHNIQUE OF REINFORCED CONCRETE SECTIONS IN NON-LINEAR FIELD (THEORY HOURS. 15; EXERCISES HOURS 10): SEMIPROBABILISTIC LIMIT STATES METHOD, DESIGN RESISTANCES AND DESIGN ACTIONS, LOADS COMBINATION. ULTIMATE LIMIT STATES (SLU) AND SERVICEBILITY LIMIT STATES (SLE): INTRODUCTION. S.L.U. FOR NORMAL STRESS: RECTANGULAR SECTION UNDER BENDING MOMENT AND UNDER AXIAL LOAD AND BENDING MOMENT; RESISTANCE DOMAINS; S.L.U. FOR SHEAR STRESS; EXERCISE ACTIVITY: DESIGN AND VERIFICATION OF A CONCRETE-BRICK FLOOR. THEORY AND TECHNIQUE OF REINFORCED CONCRETE SECTIONS IN LINEAR FIELD (THEORY HOURS. 10; EXERCISES HOURS 7; LABORATORY HOURS 2): THE THEORY OF CALCULATION OF SECTIONS IN ELASTIC FIELD. CALCULATION OF CONCRETE REINFORCED ELEMENTS. SERVICEABILITY LIMIT STATE: STRESS LIMITATION, DEFORMATION, CRACKING. EXERCISE ACTIVITY: SERVICIABILITY LIMIT STATE VERIFICATION OF A CONCRETE-BRICK FLOOR. ANALYSIS OF FRAME STRUCTURES (THEORY HOURS 20; EXERCISES HOURS 10): STRUCTURAL MODELS, ACTIONS. ANALYSIS OF 2-DIMENSIONAL ELASTIC FRAMES: FORCE METHOD AND DISPLACEMENT METHOD. RELAXATION METHODS. MATRIX ANALYSIS OF FRAME STRUCTURES. EXERCISE ACTIVITY: DESIGN AND VERIFICATION OF A REINFORCED CONCRETE FRAME WITH REFERENCE TO ULTIMATE LIMIT STATES. RIGID FOUNDATION BEAMS ON ELASTIC SOIL (THEORY HOURS. 5; EXERCISES HOURS 2): MODEL OF THE SOIL FOUNDATION; DIRECT FOUNDATION: PLINTH AND RIGID BEAMS. CLASSIFICATION OF STEEL SECTIONS, STABILITY AND RESISTANCE CHECKS. EXERCISE ACTIVITY: DESIGN OF STEEL SHELTER |
Teaching Methods | |
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TEACHING IS DEVELOPED BY MEANS OF LESSONS ON THEORY, EXERCISES IN THE CLASSROOM AND PRACTICAL ACTIVITIES IN LABORATORY. THE EXERCISES IN THE CLASSROOM CONSIST ON THE APPLICATION OF THE STUDIED TOPICS AND ON THE DEVELOPMENT OF THREE PROJECTS: CONCRETE-BRICK FLOOR, CONCRETE REINFORCED FRAME WITH TWO SPAN AND TWO STOREY, A STEEL SHELTER. |
Verification of learning | |
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THE FINAL ASSESSMENT OF THE COURSE IS DONE VIA AN ORAL EXAM. TO PASS THE EXAM, THE STUDENT SHOULD DEMONSTRATE TO HAVE UNDERSTOOD AND TO BE ABLE OF APPLYING THE MAIN TOPICS WHICH ARE PART OF THE PROGRAMME. THE FINAL MARK, WHICH IS EXPRESSED IN 30TH, DEPENDS UPON THE LEVEL OF UNDERSTANDING ACHIEVED BY THE STUDENT AND THE CLARITY OF HIS ANSWERS DURING THE EXAMS. |
Texts | |
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C. FAELLA, ARGOMENTI DI TEORIA E TECNICA DELLE COSTRUZIONI – COSTRUZIONI IN CALCESTRUZZO ARMATO NORMALE E PRECOMPRESSO, VOL. 1A-1B, CUES C. FAELLA, ARGOMENTI DI TEORIA E TECNICA DELLE COSTRUZIONI – ANALISI DI STRUTTURE INTELAIATE, VOL. 2, CUES E. COSENZA, G. MANFREDI, M. PECCE, STRUTTURE IN CEMENTO ARMATO, HOEPLI EDITORE |
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