ELIDE NASTRI | STRUCTURAL ANALYSIS AND DESIGN

cod. 0660100027

STRUCTURAL ANALYSIS AND DESIGN

	0660100027
	DEPARTMENT OF CIVIL ENGINEERING
	EQF7
	BUILDING ENGINEERING - ARCHITECTURE
	2024/2025

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
	ROSARIO MONTUORI Curriculum
	ELIDE NASTRI Curriculum

	Objectives
	GENERAL PURPOSE: 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.

GENERAL PURPOSE:
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. THE EXAM HAS AS PROPEDEUTICITY THE EXAM OF SCIENCE OF CONSTRUCTION.

	Contents
	INTRODUCTION TO THE COURSE (THEORY 5 HOURS) METHODS OF VERIFICATION OF STRUCTURAL SAFETY, ELASTIC METHOD, SEMIPROBABILISTIC METHOD TO LIMIT STATES. FUNDAMENTALS OF THE TECHNICAL THEORY OF C.A.: PROPERTIES OF CONCRETE; BREAKING CRITERIA; AC; ADHERENCE; SHRINKAGE AND VISCOSITY: THE RELAXATION OF STEEL. THEORY AND TECHNIQUE OF REINFORCED CONCRETE IN NONLINEAR FIELD (THEORY AT 20 HOURS; EXERCISE 10 HOURS) THE SEMIPROBABILISTIC METHOD TO LIMIT STATES, DESIGN RESISTANCES, ACTIONS, DESIGN COMBINATION OF ACTIONS. ULTIMATE LIMIT STATES (SLU) AND OPERATING LIMIT STATES (SLE): INTRODUCTION. S.L.U. FOR NORMAL VOLTAGES: THE RECTANGULAR INFLECTED AND PRESS-INFLECTED SECTION; RESISTANCE DOMAINS; S.L.U. FOR TANGENTIAL STRESSES THEORY AND TECHNIQUE OF REINFORCED CONCRETE IN NONLINEAR FIELD (THEORY AT 12 NOON; EXERCISE 5) THE HYPOTHESES OF CALCULATION OF THE SECTIONS IN THE LINEAR FIELD CALCULATION OF REINFORCED CONCRETE ELEMENTS: TIE RODS; STRUTS; FLEXED BEAMS; PRESS-INFLECTED ELEMENTS. CRACKING CHECKS. S.L.E. FOR OPERATING STRESSES, FOR CRACKING AND DEFORMATION. ANALYSIS OF FRAMED STRUCTURES (THEORY 3 PM; EXERCISE 3 PM): STRUCTURAL MODELS, ACTIONS ON STRUCTURES. ELASTIC ANALYSIS OF FLAT FRAMED STRUCTURES: TYPES. METHOD OF FORCES AND METHOD OF DEFORMATIONS. RELAXATION METHODS. MATRIX ANALYSIS OF FRAMED STRUCTURES. RIGID AND ELASTIC FOUNDATIONS ON ELASTIC SOIL (THEORY 3 HOURS; EXERCISE 6 HOURS) MODEL OF THE FOUNDATION SOIL, DIRECT PLINTHS. RIGID BEAMS ON ELASTIC SOIL. ELASTIC BEAMS ON ELASTIC SOIL. STATICS OF STEEL STRUCTURES (THEORY 10; EXERCISE 4) WELDED CONNECTIONS AND BOLTED CONNECTIONS. CLASSIFICATION OF SECTIONS. RESISTANCE CHECKS AND STABILITY CHECKS. DESIGN EXERCISE: DESIGN AND VERIFICATION OF A BRICK-CONCRETE FLOOR WITH THE ULTIMATE LIMIT STATES (SLU) AND THE OPERATING LIMIT STATES (SLE) (EXERCISE 3 HOURS) DESIGN EXERCISE: DESIGN AND VERIFICATION OF A REINFORCED CONCRETE FRAME. (EXERCISE 7 HOURS) DESIGN EXERCISE: DESIGN AND VERIFICATION OF A STEEL INDUSTRIAL BUILDING (EXERCISE 5 HOURS)

Contents

INTRODUCTION TO THE COURSE (THEORY 5 HOURS) METHODS OF VERIFICATION OF STRUCTURAL SAFETY, ELASTIC METHOD, SEMIPROBABILISTIC METHOD TO LIMIT STATES.
FUNDAMENTALS OF THE TECHNICAL THEORY OF C.A.: PROPERTIES OF CONCRETE; BREAKING CRITERIA; AC; ADHERENCE; SHRINKAGE AND VISCOSITY: THE RELAXATION OF STEEL.

THEORY AND TECHNIQUE OF REINFORCED CONCRETE IN NONLINEAR FIELD (THEORY AT 20 HOURS; EXERCISE 10 HOURS) THE SEMIPROBABILISTIC METHOD TO LIMIT STATES, DESIGN RESISTANCES, ACTIONS, DESIGN COMBINATION OF ACTIONS.
ULTIMATE LIMIT STATES (SLU) AND OPERATING LIMIT STATES (SLE): INTRODUCTION.
S.L.U. FOR NORMAL VOLTAGES: THE RECTANGULAR INFLECTED AND PRESS-INFLECTED SECTION; RESISTANCE DOMAINS;
S.L.U. FOR TANGENTIAL STRESSES

THEORY AND TECHNIQUE OF REINFORCED CONCRETE IN NONLINEAR FIELD (THEORY AT 12 NOON; EXERCISE 5) THE HYPOTHESES OF CALCULATION OF THE SECTIONS IN THE LINEAR FIELD
CALCULATION OF REINFORCED CONCRETE ELEMENTS: TIE RODS; STRUTS; FLEXED BEAMS; PRESS-INFLECTED ELEMENTS.
CRACKING CHECKS.
S.L.E. FOR OPERATING STRESSES, FOR CRACKING AND DEFORMATION.

ANALYSIS OF FRAMED STRUCTURES (THEORY 3 PM; EXERCISE 3 PM): STRUCTURAL MODELS, ACTIONS ON STRUCTURES. ELASTIC ANALYSIS OF FLAT FRAMED STRUCTURES: TYPES. METHOD OF FORCES AND METHOD OF DEFORMATIONS. RELAXATION METHODS. MATRIX ANALYSIS OF FRAMED STRUCTURES.

RIGID AND ELASTIC FOUNDATIONS ON ELASTIC SOIL (THEORY 3 HOURS; EXERCISE 6 HOURS) MODEL OF THE FOUNDATION SOIL, DIRECT PLINTHS. RIGID BEAMS ON ELASTIC SOIL. ELASTIC BEAMS ON ELASTIC SOIL.

STATICS OF STEEL STRUCTURES (THEORY 10; EXERCISE 4)
WELDED CONNECTIONS AND BOLTED CONNECTIONS.
CLASSIFICATION OF SECTIONS. RESISTANCE CHECKS AND STABILITY CHECKS.

DESIGN EXERCISE: DESIGN AND VERIFICATION OF A BRICK-CONCRETE FLOOR WITH THE ULTIMATE LIMIT STATES (SLU) AND THE OPERATING LIMIT STATES (SLE) (EXERCISE 3 HOURS)
DESIGN EXERCISE: DESIGN AND VERIFICATION OF A REINFORCED CONCRETE FRAME. (EXERCISE 7 HOURS)
DESIGN EXERCISE: DESIGN AND VERIFICATION OF A STEEL INDUSTRIAL BUILDING (EXERCISE 5 HOURS)

	Teaching Methods
	THE COURSE INCLUDES THEORETICAL LESSONS, CLASSROOM EXERCISES WITH THE DEVELOPMENT OF NUMERICAL EXAMPLES AND TWO DESIGN THEMES (BRICK-CONCRETE FLOOR, REINFORCED CONCRETE FRAME WITH FOUNDATION, STEEL INDUSTRIAL BUILDING). THE LESSONS ARE AIMED AT ACQUIRING THE SKILLS RELATED TO THE DESIGN OF REINFORCED CONCRETE AND STEEL STRUCTURES WITH REFERENCE TO SIMPLE MEMBERS AND CONNECTIONS. THE COURSE IS COMPULSORY AND IT IS NECESSARY TO HAVE ATTENDED AT LEAST 70% OF THE COURSE HOURS. THE COURSE ATTENDANCE WILL BE VERIFIED ON THE BASIS OF THE PROVIDED IT METHODS.

Teaching Methods

THE COURSE INCLUDES THEORETICAL LESSONS, CLASSROOM EXERCISES WITH THE DEVELOPMENT OF NUMERICAL EXAMPLES AND TWO DESIGN THEMES (BRICK-CONCRETE FLOOR, REINFORCED CONCRETE FRAME WITH FOUNDATION, STEEL INDUSTRIAL BUILDING).

THE LESSONS ARE AIMED AT ACQUIRING THE SKILLS RELATED TO THE DESIGN OF REINFORCED CONCRETE AND STEEL STRUCTURES WITH REFERENCE TO SIMPLE MEMBERS AND CONNECTIONS.

THE COURSE IS COMPULSORY AND IT IS NECESSARY TO HAVE ATTENDED AT LEAST 70% OF THE COURSE HOURS. THE COURSE ATTENDANCE WILL BE VERIFIED ON THE BASIS OF THE PROVIDED IT METHODS.

	Verification of learning
	THE EVALUATION OF THE ACHIEVEMENT OF THE OBJECTIVES WILL TAKE PLACE THROUGH A WRITTEN AND ORAL TEST THAT WILL BE DELIVERED AT THE END OF THE COURSE. THE WRITTEN TEST CONSISTS OF 3 EXERCISES CONCERNING THE TYPES CARRIED OUT WITHIN THE COURSE. IT HAS ITS OWN EVALUATION THAT PROVIDES THAT THE MINIMUM MARK IS 18 AND THE MAXIMUM IS 30 LAUDE. THE DURATION OF THE WRITTEN IS EQUAL TO 4 HOURS. TO ACCESS THE ORAL EXAM, THE STUDENT MUST HAVE OBTAINED A MARK OF AT LEAST 18 IN THE WRITTEN EXAM. TO PASS THE EXAM THE STUDENT MUST DEMONSTRATE THAT HE HAS UNDERSTOOD AND KNOWS HOW TO APPLY THE MAIN CONCEPTS PRESENTED IN THE COURSE. THE VOTE, EXPRESSED IN THIRTIETHS WITH POSSIBLE HONORS, WILL DEPEND ON THE MATURITY ACQUIRED ON THE CONTENTS OF THE COURSE, ALSO TAKING INTO ACCOUNT THE QUALITY OF THE EXPOSITION AND THE AUTONOMY OF JUDGMENT DEMONSTRATED. TO PASS THE EXAM WITH THE MINIMUM MARKS (18) IT WILL BE NECESSARY TO KNOW HOW TO CARRY OUT A VERIFICATION OF A REINFORCED CONCRETE SECTION BOTH AT SLU AND SLE, A RECTANGULAR MESH FRAME WITH A METHOD AMONG THOSE DEVELOPED IN CLASS, A CONNECTION AND A VERIFICATION OF A STEEL MEMBER. THE HIGHEST MARKS WILL BE ACHIEVED IF THE STUDENT SOLVES THE REQUIRED EXERCISES INDEPENDENTLY AND WITH JUDGMENT SKILLS AND WILL EXPOSE THE THEORETICAL ARGUMENTS IN A BRILLIANT WAY. THE VOTE OF THE WRITTEN TEST WILL CONTRIBUTE TO THE DEFINITION OF THE FINAL GRADE.

Verification of learning

THE EVALUATION OF THE ACHIEVEMENT OF THE OBJECTIVES WILL TAKE PLACE THROUGH A WRITTEN AND ORAL TEST THAT WILL BE DELIVERED AT THE END OF THE COURSE.
THE WRITTEN TEST CONSISTS OF 3 EXERCISES CONCERNING THE TYPES CARRIED OUT WITHIN THE COURSE. IT HAS ITS OWN EVALUATION THAT PROVIDES THAT THE MINIMUM MARK IS 18 AND THE MAXIMUM IS 30 LAUDE. THE DURATION OF THE WRITTEN IS EQUAL TO 4 HOURS. TO ACCESS THE ORAL EXAM, THE STUDENT MUST HAVE OBTAINED A MARK OF AT LEAST 18 IN THE WRITTEN EXAM.
TO PASS THE EXAM THE STUDENT MUST DEMONSTRATE THAT HE HAS UNDERSTOOD AND KNOWS HOW TO APPLY THE MAIN CONCEPTS PRESENTED IN THE COURSE. THE VOTE, EXPRESSED IN THIRTIETHS WITH POSSIBLE HONORS, WILL DEPEND ON THE MATURITY ACQUIRED ON THE CONTENTS OF THE COURSE, ALSO TAKING INTO ACCOUNT THE QUALITY OF THE EXPOSITION AND THE AUTONOMY OF JUDGMENT DEMONSTRATED.
TO PASS THE EXAM WITH THE MINIMUM MARKS (18) IT WILL BE NECESSARY TO KNOW HOW TO CARRY OUT A VERIFICATION OF A REINFORCED CONCRETE SECTION BOTH AT SLU AND SLE, A RECTANGULAR MESH FRAME WITH A METHOD AMONG THOSE DEVELOPED IN CLASS, A CONNECTION AND A VERIFICATION OF A STEEL MEMBER.
THE HIGHEST MARKS WILL BE ACHIEVED IF THE STUDENT SOLVES THE REQUIRED EXERCISES INDEPENDENTLY AND WITH JUDGMENT SKILLS AND WILL EXPOSE THE THEORETICAL ARGUMENTS IN A BRILLIANT WAY.
THE VOTE OF THE WRITTEN TEST WILL CONTRIBUTE TO THE DEFINITION OF THE FINAL GRADE.

	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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ELIDE NASTRI | STRUCTURAL ANALYSIS AND DESIGN