Massimo LATOUR | STRUCTURAL ANALYSIS AND DESIGN I

cod. 0612500014

STRUCTURAL ANALYSIS AND DESIGN I

	0612500014
	DIPARTIMENTO DI INGEGNERIA CIVILE
	EQF6
	CIVIL AND ENVIRONMENTAL ENGINEERING
	2016/2017

PERCORSO COMUNE

	OBBLIGATORIO
	YEAR OF COURSE 3
	YEAR OF DIDACTIC SYSTEM 2012
	PRIMO SEMESTRE

TEACHING UNITS

	SSD	CFU	HOURS	ACTIVITY	TYPE OF ACTIVITY
1	TECNICA DELLE COSTRUZIONI - MODULO 1
	ICAR/09	7	70	LESSONS	COMPULSORY SUBJECTS, CHARACTERISTIC OF THE CLASS
2	TIROCINIO DI LABORATORIO DI TECNICA DELLE COSTRUZIONI - MODULO 2
	NN	2	20	INTERNAL STAGE	VARIOUS EDUCATIONAL ACTIVITIES

PROFESSORS

	GIANVITTORIO RIZZANO21 T Curriculum
	MASSIMO LATOUR1 Curriculum

	Objectives
	THE COURSE WOULD BE LEARNING FOR THE DESIGN METHODOLOGY AND CHEKING OF R.C. STRUCTURE IN THE ELASTIC FIELD, TO THE KNOWLEDGE OF THE SEMIPROBABILIC CHEKING METHOD TO LIMIT STATES, TO THE ANALYSIS OF THE STRESSES OF BEAMS AND BEAM SYSTEMS (FRAME AND BEAMS) UNDER STATIC ACTIONS WITH MANUAL AND NUMERICAL METHODS, TO THE DESIGN OF FOUNDATION STRUCTURES ON ELASTIC SOIL. KNOWELDGE AND UNDERSTANDIG: THE STRUCTURAL BASIC MODELS ARE DETAILED: CONTINUOUS BEAM ON SIMPLE SUPPORTS; NON SWAY FRAME AND SWAY FRAME. APPLYING KNOWLEDGE AND UNDERSTANDING: THE STUDENT PASSING THE FINAL EXAM, MUST BE ABLE TO DETERMINE THE STRESSES IN ISOSTATIC AND IPERSTATC BEAMS AND FRAME STRUCTURES, TO CHECK AND DESIGN CONCRETE REINFORCED ELEMENTS IN LINEAR AND NON-LINEAR FIELD, TO PERFORM THE MODELING AND ANALYSIS OF THE BEHAVIOUR OF STRUCTURES OF MODEST SIZE. MAKING JUDGEMENTS: KNOWS HOW TO VERIFY THE RELIABILITY OF THE STRUCTURAL RESULTS, CHECKING THE ACCURACY OF THE ANALITICAL RESULTS BY MEANS OF SIMPLIFIED MODELS. COMMUNICATIONS SKILLS: ABILITY TO WORK IN A TEAM AND TO TAKE AN ORAL PRESENTATION ON STRUCTURAL ISSUES RELATED TO THE BEHAVIOUR OF REINFORCED CONCRETE SECTIONS, ELEMENTS AND STRUCTURAL SCHEMES. LEARNING SKILLS: THE STUDENT HAS TO KNOW HOW TO APPLY THE KNOWLEDGE GAINED IN STRUCTURAL SITUATIONS DIFFERENT FROM THOSE EXAMINED IN THE COURSE FOR MATERIALS PROPERTIES AND STRUCTURAL TYPOLOGIES.

THE COURSE WOULD BE LEARNING FOR THE DESIGN METHODOLOGY AND CHEKING OF R.C. STRUCTURE IN THE ELASTIC FIELD, TO THE KNOWLEDGE OF THE SEMIPROBABILIC CHEKING METHOD TO LIMIT STATES, TO THE ANALYSIS OF THE STRESSES OF BEAMS AND BEAM SYSTEMS (FRAME AND BEAMS) UNDER STATIC ACTIONS WITH MANUAL AND NUMERICAL METHODS, TO THE DESIGN OF FOUNDATION STRUCTURES ON ELASTIC SOIL.

KNOWELDGE AND UNDERSTANDIG:
THE STRUCTURAL BASIC MODELS ARE DETAILED: CONTINUOUS BEAM ON SIMPLE SUPPORTS; NON SWAY FRAME AND SWAY FRAME.

APPLYING KNOWLEDGE AND UNDERSTANDING:
THE STUDENT PASSING THE FINAL EXAM, MUST BE ABLE TO DETERMINE THE STRESSES IN ISOSTATIC AND IPERSTATC BEAMS AND FRAME STRUCTURES, TO CHECK AND DESIGN CONCRETE REINFORCED ELEMENTS IN LINEAR AND NON-LINEAR FIELD, TO PERFORM THE MODELING AND ANALYSIS OF THE BEHAVIOUR OF STRUCTURES OF MODEST SIZE.

MAKING JUDGEMENTS:
KNOWS HOW TO VERIFY THE RELIABILITY OF THE STRUCTURAL RESULTS, CHECKING THE ACCURACY OF THE ANALITICAL RESULTS BY MEANS OF SIMPLIFIED MODELS.

COMMUNICATIONS SKILLS:
ABILITY TO WORK IN A TEAM AND TO TAKE AN ORAL PRESENTATION ON STRUCTURAL ISSUES RELATED TO THE BEHAVIOUR OF REINFORCED CONCRETE SECTIONS, ELEMENTS AND STRUCTURAL SCHEMES.

LEARNING SKILLS:
THE STUDENT HAS TO KNOW HOW TO APPLY THE KNOWLEDGE GAINED IN STRUCTURAL SITUATIONS DIFFERENT FROM THOSE EXAMINED IN THE COURSE FOR MATERIALS PROPERTIES AND STRUCTURAL TYPOLOGIES.

	Prerequisites
	IN ORDER TO ACHIEVE THE TEACHING GOAL, THE MATHEMATICAL AND PHYSICAL KNOWLEDGES OF RIGID AND DEFORMABLE SOLID ARE REQUIRED.

	Contents
	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.

Contents

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.

	Teaching Methods
	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 TWO PROJECTS: CONCRETE-BRICK FLOOR AND CONCRETE REINFORCED FRAME WITH TWO SPAN AND TWO STOREY.

	Verification of learning
	THE ACHIEVEMENT OF THE COURSE GOALS WILL BE VERIFIED BY MEANS OF A MULTIPLE CHOICE TEST,WHICH MAY ALSO BE PERFORMED DURING THE COURSE, AND BY MEANS OF AN ORAL EXAM WHICH CONSISTS ON: A) DISCUSSION OF THE DRAWINGS DESIGNED BY THE STUDENT DURING THE COURSE; B) DISCUSSION OF THE TEST RESULTS; C) DISCUSSION OF TOPICS COVERED IN THE LESSONS WITH AT LEAST ONE QUESTION ON THE DETERMINATION OF THE STRESSES IN ISOSTATIC AND IPERSTATC BEAMS AND FRAME STRUCTURES, ONE ON THE CHECK AND DESIGN CONCRETE REINFORCED ELEMENTS IN LINEAR AND NON-LINEAR FIELD, ONE ON THE MODELING AND ANALYSIS OF THE BEHAVIOUR OF STRUCTURES OF MODEST SIZE.

Verification of learning

THE ACHIEVEMENT OF THE COURSE GOALS WILL BE VERIFIED BY MEANS OF A MULTIPLE CHOICE TEST,WHICH MAY ALSO BE PERFORMED DURING THE COURSE, AND BY MEANS OF AN ORAL EXAM WHICH CONSISTS ON:
A) DISCUSSION OF THE DRAWINGS DESIGNED BY THE STUDENT DURING THE COURSE;
B) DISCUSSION OF THE TEST RESULTS;
C) DISCUSSION OF TOPICS COVERED IN THE LESSONS WITH AT LEAST ONE QUESTION ON THE DETERMINATION OF THE STRESSES IN ISOSTATIC AND IPERSTATC BEAMS AND FRAME STRUCTURES, ONE ON THE CHECK AND DESIGN CONCRETE REINFORCED ELEMENTS IN LINEAR AND NON-LINEAR FIELD, ONE ON THE MODELING AND ANALYSIS OF THE BEHAVIOUR OF STRUCTURES OF MODEST SIZE.

	Texts
	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

	More Information
	MODE OF ATTENDANCE: TEACHING REQUESTS THE OBLIGATION OF THE FREQUENCY. TEACHING LANGUAGE: ITALIAN. LOCATION AND TIME: THE COURSE IS OFFERED AT THE FACULTY OF ENGINEERING. THE SCHEDULING OF THE LESSON AND THE CLASSROOMS ARE PROVIDED ON FACULTY SITE (HTTP :/ / WWW.INGEGNERIA.UNISA.IT /).

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Massimo LATOUR | STRUCTURAL ANALYSIS AND DESIGN I