Rosario MONTUORI | STRUCTURAL ANALYSIS AND DESIGN

cod. 0660100027

STRUCTURAL ANALYSIS AND DESIGN

	0660100027
	DEPARTMENT OF CIVIL ENGINEERING
	EQF7
	BUILDING ENGINEERING - ARCHITECTURE
	2021/2022

PERCORSO COMMON

	OBBLIGATORIO
	YEAR OF COURSE 4
	YEAR OF DIDACTIC SYSTEM 2017
	FULL ACADEMIC YEAR

TEACHING UNITS

	SSD	CFU	HOURS	ACTIVITY	TYPE OF ACTIVITY
	ICAR/09	12	120	LESSONS	COMPULSORY SUBJECTS, CHARACTERISTIC OF THE CLASS

PROFESSORS

	VINCENZO PILUSO T Curriculum
	ELIDE NASTRI Curriculum
	ROSARIO MONTUORI Curriculum

	Objectives
	EXPECTED LEARNING RESULTS AND EXPERTISE TO ACQUIRE: LEARN THE DESIGN METHODOLOGIES AND TEST STRUCTURES IN THE ELASTIC FIELD, KNOW THE METHOD OF SEMI-PROBABILISTIC VERIFICATION TO THE ULTIMATE LIMIT STATES, THE ANALYSIS OF BEAM STRESSES AND BEAM SYSTEMS (FRAMES AND BEAMS) FOR STATIC ACTIONS WITH MANUAL AND NUMERICAL METHODS, THE DESIGN OF RIGID FOUNDATION STRUCTURES ON ELASTIC SOIL. APPROACH THE BASIC STUDY OF STEEL STRUCTURES WITH PARTICULAR REFERENCE TO WELDED AND BOLTED CONNECTIONS. KNOWLEDGE AND UNDERSTANDING SKILLS: KNOW THE THEORY OF THE BEHAVIOR OF REINFORCED CONCRETE MEMBERS TO THEULTIMATE LIMIT STATES BY COMING TO THE METHODS OF PROJECT AND VERIFICATION; ADDRESSING IN GENERAL THE METHODOLOGICAL ASPECTS OF STRUCTURAL MODELING. ABILITY TO APPLY KNOWLEDGE AND UNDERSTANDING: BEING ABLE TO DETERMINE STRESSES IN ISOSTATIC AND HYPERSTATIC BEAMS AND IN FRAMED STRUCTURES, TO CARRY OUT PROJECT OPERATIONS AND VERIFICATION OF REINFORCED CONCRETE MEMBERS IN THE LINEAR AND NON-LINEAR FIELD, TO MODEL AND ANALYZE STRESSES FOR SMALL STRUCTURES, TO SIZE THE CONVENTIONAL CONNECTIONS OF STEEL STRUCTURES. AUTONOMY OF JUDGMENT: TO BE ABLE TO CRITICALLY EXAMINE THE BEHAVIOR OF THE REINFORCED CONCRETE SECTIONS IN ULTIMATE AND SERVICEABILITY CONDITIONS AND TO BE ABLE TO EVALUATE THE RELIABILITY OF THE RESULTS OF THE ANALYSES ON FRAMED STRUCTURES BY CONTROLLING THE RELIABILITY OF THE ANALYSIS THROUGH ELEMENTARY MODELS. COMMUNICATION SKILLS: KNOWING HOW TO WORK IN GROUPS AND ORALLY EXPOSE STRUCTURAL PROBLEMS RELATED TO THE BEHAVIOR OF COMPLEX SECTIONS, MEMBERS AND STRUCTURES, KNOWING HOW TO DRAW UP EXHAUSTIVE DESIGN WORKS CAPABLE OF EFFECTIVELY TRANSMITTING ALL THE INFORMATION NECESSARY FOR THE REALIZATION OF SIMPLE STRUCTURES. ABILITY TO LEARN: KNOWING HOW TO APPLY THE ACQUIRED KNOWLEDGE TO STRUCTURAL SITUATIONS DIFFERENT FROM THOSE EXAMINED DURING THE COURSE FOR MATERIALS AND STRUCTURAL TYPES.

EXPECTED LEARNING RESULTS AND EXPERTISE TO ACQUIRE:
LEARN THE DESIGN METHODOLOGIES AND TEST STRUCTURES IN THE ELASTIC FIELD, KNOW THE METHOD OF SEMI-PROBABILISTIC VERIFICATION TO THE ULTIMATE LIMIT STATES, THE ANALYSIS OF BEAM STRESSES AND BEAM SYSTEMS (FRAMES AND BEAMS) FOR STATIC ACTIONS WITH MANUAL AND NUMERICAL METHODS, THE DESIGN OF RIGID FOUNDATION STRUCTURES ON ELASTIC SOIL. APPROACH THE BASIC STUDY OF STEEL STRUCTURES WITH PARTICULAR REFERENCE TO WELDED AND BOLTED CONNECTIONS.

KNOWLEDGE AND UNDERSTANDING SKILLS:
KNOW THE THEORY OF THE BEHAVIOR OF REINFORCED CONCRETE MEMBERS TO THEULTIMATE LIMIT STATES BY COMING TO THE METHODS OF PROJECT AND VERIFICATION; ADDRESSING IN GENERAL THE METHODOLOGICAL ASPECTS OF STRUCTURAL MODELING.

ABILITY TO APPLY KNOWLEDGE AND UNDERSTANDING:
BEING ABLE TO DETERMINE STRESSES IN ISOSTATIC AND HYPERSTATIC BEAMS AND IN FRAMED STRUCTURES, TO CARRY OUT PROJECT OPERATIONS AND VERIFICATION OF REINFORCED CONCRETE MEMBERS IN THE LINEAR AND NON-LINEAR FIELD, TO MODEL AND ANALYZE STRESSES FOR SMALL STRUCTURES, TO SIZE THE CONVENTIONAL CONNECTIONS OF STEEL STRUCTURES.

AUTONOMY OF JUDGMENT:
TO BE ABLE TO CRITICALLY EXAMINE THE BEHAVIOR OF THE REINFORCED CONCRETE SECTIONS IN ULTIMATE AND SERVICEABILITY CONDITIONS AND TO BE ABLE TO EVALUATE THE RELIABILITY OF THE RESULTS OF THE ANALYSES ON FRAMED STRUCTURES BY CONTROLLING THE RELIABILITY OF THE ANALYSIS THROUGH ELEMENTARY MODELS.

COMMUNICATION SKILLS:
KNOWING HOW TO WORK IN GROUPS AND ORALLY EXPOSE STRUCTURAL PROBLEMS RELATED TO THE BEHAVIOR OF COMPLEX SECTIONS, MEMBERS AND STRUCTURES, KNOWING HOW TO DRAW UP EXHAUSTIVE DESIGN WORKS CAPABLE OF EFFECTIVELY TRANSMITTING ALL THE INFORMATION NECESSARY FOR THE REALIZATION OF SIMPLE STRUCTURES.

ABILITY TO LEARN:
KNOWING HOW TO APPLY THE ACQUIRED KNOWLEDGE TO STRUCTURAL SITUATIONS DIFFERENT FROM THOSE EXAMINED DURING THE COURSE FOR MATERIALS AND STRUCTURAL TYPES.

	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. CLASSIFICATION OF STEEL SECTIONS, STABILITY AND RESISTANCE CHECKS. EXERCISE ACTIVITY: DESIGN OF A STEEL INDUSTRIAL BUILDING

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.
CLASSIFICATION OF STEEL SECTIONS, STABILITY AND RESISTANCE CHECKS. EXERCISE ACTIVITY: DESIGN OF A STEEL INDUSTRIAL BUILDING

	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 THREE PROJECTS: CONCRETE-BRICK FLOOR, CONCRETE REINFORCED FRAME WITH TWO SPAN AND TWO STOREY, A STEEL SHELTER.

	Verification of learning
	THE FINAL ASSESSMENT OF THE COURSE IS DONE VIA WRITTEN AND 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
	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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Rosario MONTUORI | STRUCTURAL ANALYSIS AND DESIGN