Rosario MONTUORI | TEORIA E PROGETTO DI EDIFICI IN ZONA SISMICA

cod. 0660100061

TEORIA E PROGETTO DI EDIFICI IN ZONA SISMICA

	0660100061
	DEPARTMENT OF CIVIL ENGINEERING
	EQF7
	BUILDING ENGINEERING - ARCHITECTURE
	2019/2020

PERCORSO COMUNE Cohort 2018/2019

	YEAR OF COURSE 2
	YEAR OF DIDACTIC SYSTEM 2012
	ANNUALE

TEACHING UNITS

	SSD	CFU	HOURS	ACTIVITY	TYPE OF ACTIVITY
1	TEORIA DEGLI EDIFICI IN ZONA SISMICA
	ICAR/09	6	60	LESSONS	OPTIONAL SUBJECTS
2	PROGETTO DI EDIFICI IN ZONA SISMICA
	ICAR/09	6	60	LESSONS	OPTIONAL SUBJECTS

PROFESSORS

	VINCENZO PILUSO21 T Curriculum
	ROSARIO MONTUORI2 Curriculum

	Objectives
	LEARNING OUTCOMES AND COMPETENCES TO BE ACQUIRED: THE COURSE OF “THEORY AND DESIGN OF BUILDINGS IN SEISMIC AREAS” (12 CREDITS) IS BASED ON A THEORETICAL PART (I MODULE) AND A PART DEVOTED TO PRACTICAL DESIGN (II MODULE) OF REINFORCED CONCRETE AND STEEL BUILDINGS IN SEISMIC AREAS. THE THEORETICAL PART IS AIMED TO LEARNING THE FUNDAMENTAL PRINCIPLES FOR DYNAMIC ANALYSIS AND DESIGN OF BUILDINGS IN SEISMIC AREAS. THE PART DEVOTED TO DESIGN IS AIMED AT THE DEVELOPMENT OF DESIGN EXAMPLES DURING WHICH, ALSO THROUGH THE USE OF NUMERICAL EXAMPLES, THE COURSE PROVIDES THE INFORMATION NEEDED FOR THE PREPARATION OF A PROJECT WORK THAT STUDENTS WILL HAVE TO DEVELOP INDEPENDENTLY, SUPPORTED BY THE ACTIVITY OF TUTORING THAT IS AN INTEGRAL PART OF THE COURSE. THE ESSAY CONSISTS IN THE DESIGN OF A REINFORCED CONCRETE BUILDING LOCATED IN A SEISMIC ZONE. THE DESIGN CHARACTER IS A FUNDAMENTAL ASPECT OF THE COURSE (I AND II MODULE). THE STRUCTURAL DESIGN DOCUMENTS ARE DEVELOPED STARTING FROM AN ARCHITECTURAL DESIGN, THEREFORE THE WORK TO BE DEVELOPED IS A REAL PROJECT EXPERIENCE, RATHER THAN A SIMPLE VERIFICATION OF A GIVEN STRUCTURE. THEREFORE, THE COURSE IS FOR STUDENTS, IN BUILDING ENGINEERING SECTOR, THE FIRST TASK IN A COMPLETE STRUCTURAL DESIGN IN SEISMIC AREAS STARTING AND INTERACTING WITH THE ARCHITECTURAL DESIGN. THE SKILLS RESULTING FROM PLANNED ACTIVITIES CONCERN THE ABILITY IN THE MODELLING OF SPATIAL STRUCTURES AND THE ABILITY TO ANALYZE THE DYNAMIC RESPONSE UNDER SEISMIC ACTIONS AND TO VERIFY THE SAFETY LEVEL OF STRUCTURES DESIGNED IN COMPLIANCE WITH THE REGULATIONS. EDUCATIONAL TARGETS: KNOWLEDGE OF THE MAIN RULES FOR THE DESIGN OF REINFORCED CONCRETE BUILDING STRUCTURES IN SEISMIC AREAS. KNOWLEDGE OF METHODS FOR THE EQUIVALENT STATIC ANALYSIS AND DYNAMIC ANALYSIS OF STRUCTURES IN SEISMIC AREAS. ABILITY TO UNDERSTAND THE PHILOSOPHY OF SEISMIC-RESISTANT DESIGN OF STRUCTURES AND SITUATE IT IN THE CONTEXT OF NATIONAL AND INTERNATIONAL SEISMIC CODES. APPLYING KNOWLEDGE AND UNDERSTANDING: KNOWLEDGE REGARDING HOW TO DESIGN AND ANALYZE STRUCTURAL SYSTEMS, EVEN COMPLEX FOR MULTI-STOREY BUILDINGS IN SEISMIC AREAS. MAKING JUDGMENTS: KNOWLEDGE REGARDING HOW TO IDENTIFY THE MOST APPROPRIATE METHODS FOR THE ANALYSIS OF A STRUCTURAL SYSTEM. COMMUNICATION SKILLS: ABILITY TO WORK IN A TEAM AND ABILITY TO DISCUSS AND COMMUNICATE CONCERNING THE ANALYSIS AND STRUCTURAL DESIGN IN SEISMIC AREAS. ABILITY TO COMMUNICATE THROUGH THE MOST MODERN GRAPHICAL TOOLS THE DESIGN SOLUTIONS IDENTIFIED. LEARNING SKILLS: ABILITY TO APPLY THE KNOWLEDGE ACQUIRED IN CONTEXTS DIFFERENT FROM THOSE PRESENTED DURING THE COURSE AND TO DEEPEN THE TOPICS COVERED BY THE STUDY, IN COMPLETE AUTONOMY, INCLUDING THE ADOPTION OF STRUCTURAL MATERIALS OTHER THAN THOSE ADOPTED IN THE DEVELOPED DESIGN ESSAY.

LEARNING OUTCOMES AND COMPETENCES TO BE ACQUIRED:

THE COURSE OF “THEORY AND DESIGN OF BUILDINGS IN SEISMIC AREAS” (12 CREDITS) IS BASED ON A THEORETICAL PART (I MODULE) AND A PART DEVOTED TO PRACTICAL DESIGN (II MODULE) OF REINFORCED CONCRETE AND STEEL BUILDINGS IN SEISMIC AREAS. THE THEORETICAL PART IS AIMED TO LEARNING THE FUNDAMENTAL PRINCIPLES FOR DYNAMIC ANALYSIS AND DESIGN OF BUILDINGS IN SEISMIC AREAS. THE PART DEVOTED TO DESIGN IS AIMED AT THE DEVELOPMENT OF DESIGN EXAMPLES DURING WHICH, ALSO THROUGH THE USE OF NUMERICAL EXAMPLES, THE COURSE PROVIDES THE INFORMATION NEEDED FOR THE PREPARATION OF A PROJECT WORK THAT STUDENTS WILL HAVE TO DEVELOP INDEPENDENTLY, SUPPORTED BY THE ACTIVITY OF TUTORING THAT IS AN INTEGRAL PART OF THE COURSE. THE ESSAY CONSISTS IN THE DESIGN OF A REINFORCED CONCRETE BUILDING LOCATED IN A SEISMIC ZONE. THE DESIGN CHARACTER IS A FUNDAMENTAL ASPECT OF THE COURSE (I AND II MODULE). THE STRUCTURAL DESIGN DOCUMENTS ARE DEVELOPED STARTING FROM AN ARCHITECTURAL DESIGN, THEREFORE THE WORK TO BE DEVELOPED IS A REAL PROJECT EXPERIENCE, RATHER THAN A SIMPLE VERIFICATION OF A GIVEN STRUCTURE. THEREFORE, THE COURSE IS FOR STUDENTS, IN BUILDING ENGINEERING SECTOR, THE FIRST TASK IN A COMPLETE STRUCTURAL DESIGN IN SEISMIC AREAS STARTING AND INTERACTING WITH THE ARCHITECTURAL DESIGN.
THE SKILLS RESULTING FROM PLANNED ACTIVITIES CONCERN THE ABILITY IN THE MODELLING OF SPATIAL STRUCTURES AND THE ABILITY TO ANALYZE THE DYNAMIC RESPONSE UNDER SEISMIC ACTIONS AND TO VERIFY THE SAFETY LEVEL OF STRUCTURES DESIGNED IN COMPLIANCE WITH THE REGULATIONS.

EDUCATIONAL TARGETS:

KNOWLEDGE OF THE MAIN RULES FOR THE DESIGN OF REINFORCED CONCRETE BUILDING STRUCTURES IN SEISMIC AREAS. KNOWLEDGE OF METHODS FOR THE EQUIVALENT STATIC ANALYSIS AND DYNAMIC ANALYSIS OF STRUCTURES IN SEISMIC AREAS. ABILITY TO UNDERSTAND THE PHILOSOPHY OF SEISMIC-RESISTANT DESIGN OF STRUCTURES AND SITUATE IT IN THE CONTEXT OF NATIONAL AND INTERNATIONAL SEISMIC CODES.

APPLYING KNOWLEDGE AND UNDERSTANDING:

KNOWLEDGE REGARDING HOW TO DESIGN AND ANALYZE STRUCTURAL SYSTEMS, EVEN COMPLEX FOR MULTI-STOREY BUILDINGS IN SEISMIC AREAS.

MAKING JUDGMENTS:

KNOWLEDGE REGARDING HOW TO IDENTIFY THE MOST APPROPRIATE METHODS FOR THE ANALYSIS OF A STRUCTURAL SYSTEM.

COMMUNICATION SKILLS:

ABILITY TO WORK IN A TEAM AND ABILITY TO DISCUSS AND COMMUNICATE CONCERNING THE ANALYSIS AND STRUCTURAL DESIGN IN SEISMIC AREAS. ABILITY TO COMMUNICATE THROUGH THE MOST MODERN GRAPHICAL TOOLS THE DESIGN SOLUTIONS IDENTIFIED.

LEARNING SKILLS:

ABILITY TO APPLY THE KNOWLEDGE ACQUIRED IN CONTEXTS DIFFERENT FROM THOSE PRESENTED DURING THE COURSE AND TO DEEPEN THE TOPICS COVERED BY THE STUDY, IN COMPLETE AUTONOMY, INCLUDING THE ADOPTION OF STRUCTURAL MATERIALS OTHER THAN THOSE ADOPTED IN THE DEVELOPED DESIGN ESSAY.

	Prerequisites
	FOR THE SUCCESSFUL ACHIEVEMENT OF COURSE OBJECTIVES, ADEQUATE BASIC MATHEMATICAL KNOWLEDGE AND KNOWLEDGE OF THE BASIC PRINCIPLES AND METHODS OF THEORY OF STRUCT,URES AND STRUCTURAL ENGINEERING ARE REQUIRED. IN IN PARTICULAR, THE COURSE OF STRUCTURAL MECHANIC IS REQUIRED AS PREPARATORY.

	Contents
	DYNAMIC ANALYSIS OF SDOF SYSTEMS:DAMPED AND UNDAMPED FREE VIBRATIONS. MOTION EQUATIONS AND RESPONSE IN TERMS OF STATE VARIABLES. RESPONSE FUNCTIONS TO THE UNIT STEP AND UNIT IMPULSE. RESPONSE TO A GENERIC FORCE FUNCTION. DYNAMIC ANALYSIS IN THE FREQUENCY DOMAIN. FOURIER TRANSFORMS. RESPONSE TO PERIODIC FORCES. (8 HOURS OF THEORY AND 1 HOUR OF EXERCISE) DYNAMIC ANALYSIS OF MDOF SYSTEMS; STIFFNESS MATRIX. MASS MATRIX. STATIC CONDENSATION OF THE MOTION EQUATIONS. UNDAMPED FREE VIBRATIONS. ORTHOGONALITY OF THE EIGENVECTORS. DETERMINATION OF MODE SHAPES THROUGH THE SWEEPING MATRIX TECHNIQUE. COMBINATION OF MODE SHAPES. MODAL MATRIX DISSIPATION. FREE AND FORCED DAMPED VIBRATIONS. (10 HOURS OF THEORY, 1 HOUR OF EXERCISE) SEISMIC ACTIONS: DISPLACEMENT, VELOCITY AND ACCELERATION RESPONSE SPECTRA. ITALIAN BUILDING CODE (NTC 2018). EUROCODE 8. BEHAVIOUR FACTOR.(5 HOURS OF THEORY) DUCTILITY OF STRUCTURES: GLOBAL AND LOCAL DUCTILITY, PLASTIC REDISTRIBUTION CAPACITY, STRUCTURAL SENSITIVITY TO THE SECOND ORDER EFFECTS. INTERACTION BETWEEN LOCAL AND GLOBAL DUCTILITY DUCTILITY. (10 HOURS OF THEORY) THE ROLE OF THE DECK IN THE PROBLEM OF THE DISTRIBUTION OF SEISMIC ACTIONS, THE CENTER OF GRAVITY OF THE MASSES AND CENTER OF GRAVITY OF STIFFNESS, THE DISTRIBUTION OF SEISMIC ACTIONS IN THE CASE OF SINGLE-STOREY BUILDINGS, THE DISTRIBUTION OF SEISMIC ACTIONS IN THE CASE OF MULTI-STOREY BUILDINGS USING THE ITERATIVE METHOD.(10 HOURS OF THEORY AND 3 HOUR OF EXERCISE) THE LATERAL STIFFNESS MATRIX;STATIC CONDENSATION OF THE STIFFNESS MATRIX, THE LATERAL STIFFNESS MATRIX OF WALLS, THE PERFORATED WALLS; THEORY OF NON-UNIFORM TORSION; THE STIFFENING CORES; OPEN SECTION STIFFENING CORES; CLOSED SECTION STIFFENING CORES, THE TORSIONAL STIFFNESS MATRIX OF STIFFENING CORES; ASSEMBLING OF STIFFNESS MATRICES OF INDIVIDUAL VERTICAL RESISTANT MACRO-ELEMENTS, THE STIFFNESS MATRIX OF THE BUILDING; THE MASS MATRIX; EQUATIONS OF MOTION; EQUIVALENT STATIC ANALYSIS, SPECTRAL DYNAMIC ANALYSIS. (12 HOURS OF THEORY) THE DESIGN OF BUILDING DECKS SUBJECTED TO VERTICAL LOADS. STATIC SCHEME AND MODEL OF LOADS. TRANSVERSAL EFFECTS. CANTILEVERS (IN LINE, LATERAL AND CORNER CANTILEVERS). HOLES IN THE DECKS. (5 HOURS OF THEORY AND 5 HOUR OF EXERCISE) SEISMIC ACTIONS:ITALIAN BUILDING CODE (NTC 2008). EUROCODE 8. BEHAVIOUR FACTOR. (2 HOURS OF THEORY AND 2 HOUR OF EXERCISE) GLOBAL DUCTILITY, LOCAL DUCTILITY, PLASTIC REDISTRIBUTION CAPACITY, STRUCTURAL SENSITIVITY TO THE SECOND ORDER EFFECTS. COLLAPSE MECHANISMS UNDER SEISMIC ACTIONS. INTERACTION BETWEEN LOCAL AND GLOBAL DUCTILITY DUCTILITY. LOCAL DUCTILITY OF REINFORCED CONCRETE MEMBERS. PRINCIPLES OF CAPACITY DESIGN. SHEAR-BENDING HIERARCHY CRITERION. BEAM-COLUMN HIERARCHY CRITERION. THEORY OF PLASTIC MECHANISM CONTROL. (5 HOURS OF THEORY AND 5 HOUR OF EXERCISE) STAIRS WITH EDGE KNEE BEAMS AND CANTILEVER STEPS. STAIRS WITH RAMPANT SLAB. (3 HOURS OF THEORY AND 3 HOUR OF EXERCISE) FINITE ELEMENT METHOD. SAP2000 FOR STRUCTURAL ANALYSIS: ANALYSIS OF CONTINUOUS BEAMS, ANALYSIS OF 2D-FRAMES, ANALYSIS OF SHEAR WALLS, ANALYSIS OF COUPLED SYSTEMS, DYNAMIC ANALYSIS OF 2D STRUCTURAL SCHEMES, SEISMIC ANALYSIS OF BUILDINGS, PUSH-OVER ANALYSIS. (10 HOURS OF THEORY AND 10 HOUR OF EXERCISE) SURFACE FOUNDATIONS: ISOLATED FOUNDATIONS ON PLINTHS, THE CONNECTING BEAMS, REVERSE FOUNDATION BEAMS ON ELASTIC SOIL; STIFFNESS MATRIX OF BEAMS ON ELASTIC SOIL, FOUNDATION GRIDS, PILE FOUNDATION, FOUNDATION PLATES ON PILES, FOUNDATION PLATES WITH PILES ARRANGED ALONG A CIRCUMFERENCE, CALCULATION OF THE REINFORCEMENT OF THE FOUNDATIONS ON PILES, CONSTRUCTIONAL DETAILS. (10 HOURS OF THEORY AND 10 HOUR OF EXERCISE)

Contents

DYNAMIC ANALYSIS OF SDOF SYSTEMS:DAMPED AND UNDAMPED FREE VIBRATIONS. MOTION EQUATIONS AND RESPONSE IN TERMS OF STATE VARIABLES. RESPONSE FUNCTIONS TO THE UNIT STEP AND UNIT IMPULSE. RESPONSE TO A GENERIC FORCE FUNCTION. DYNAMIC ANALYSIS IN THE FREQUENCY DOMAIN. FOURIER TRANSFORMS. RESPONSE TO PERIODIC FORCES. (8 HOURS OF THEORY AND 1 HOUR OF EXERCISE)

DYNAMIC ANALYSIS OF MDOF SYSTEMS; STIFFNESS MATRIX. MASS MATRIX. STATIC CONDENSATION OF THE MOTION EQUATIONS. UNDAMPED FREE VIBRATIONS. ORTHOGONALITY OF THE EIGENVECTORS. DETERMINATION OF MODE SHAPES THROUGH THE SWEEPING MATRIX TECHNIQUE. COMBINATION OF MODE SHAPES. MODAL MATRIX DISSIPATION. FREE AND FORCED DAMPED VIBRATIONS. (10 HOURS OF THEORY, 1 HOUR OF EXERCISE)

SEISMIC ACTIONS: DISPLACEMENT, VELOCITY AND ACCELERATION RESPONSE SPECTRA. ITALIAN BUILDING CODE (NTC 2018). EUROCODE 8. BEHAVIOUR FACTOR.(5 HOURS OF THEORY)

DUCTILITY OF STRUCTURES: GLOBAL AND LOCAL DUCTILITY, PLASTIC REDISTRIBUTION CAPACITY, STRUCTURAL SENSITIVITY TO THE SECOND ORDER EFFECTS. INTERACTION BETWEEN LOCAL AND GLOBAL DUCTILITY DUCTILITY. (10 HOURS OF THEORY)

THE ROLE OF THE DECK IN THE PROBLEM OF THE DISTRIBUTION OF SEISMIC ACTIONS, THE CENTER OF GRAVITY OF THE MASSES AND CENTER OF GRAVITY OF STIFFNESS, THE DISTRIBUTION OF SEISMIC ACTIONS IN THE CASE OF SINGLE-STOREY BUILDINGS, THE DISTRIBUTION OF SEISMIC ACTIONS IN THE CASE OF MULTI-STOREY BUILDINGS USING THE ITERATIVE METHOD.(10 HOURS OF THEORY AND 3 HOUR OF EXERCISE)

THE LATERAL STIFFNESS MATRIX;STATIC CONDENSATION OF THE STIFFNESS MATRIX, THE LATERAL STIFFNESS MATRIX OF WALLS, THE PERFORATED WALLS; THEORY OF NON-UNIFORM TORSION; THE STIFFENING CORES; OPEN SECTION STIFFENING CORES; CLOSED SECTION STIFFENING CORES, THE TORSIONAL STIFFNESS MATRIX OF STIFFENING CORES; ASSEMBLING OF STIFFNESS MATRICES OF INDIVIDUAL VERTICAL RESISTANT MACRO-ELEMENTS, THE STIFFNESS MATRIX OF THE BUILDING; THE MASS MATRIX; EQUATIONS OF MOTION; EQUIVALENT STATIC ANALYSIS, SPECTRAL DYNAMIC ANALYSIS. (12 HOURS OF THEORY)

THE DESIGN OF BUILDING DECKS SUBJECTED TO VERTICAL LOADS. STATIC SCHEME AND MODEL OF LOADS. TRANSVERSAL EFFECTS. CANTILEVERS (IN LINE, LATERAL AND CORNER CANTILEVERS). HOLES IN THE DECKS. (5 HOURS OF THEORY AND 5 HOUR OF EXERCISE)

SEISMIC ACTIONS:ITALIAN BUILDING CODE (NTC 2008). EUROCODE 8. BEHAVIOUR FACTOR. (2 HOURS OF THEORY AND 2 HOUR OF EXERCISE)

GLOBAL DUCTILITY, LOCAL DUCTILITY, PLASTIC REDISTRIBUTION CAPACITY, STRUCTURAL SENSITIVITY TO THE SECOND ORDER EFFECTS. COLLAPSE MECHANISMS UNDER SEISMIC ACTIONS. INTERACTION BETWEEN LOCAL AND GLOBAL DUCTILITY DUCTILITY. LOCAL DUCTILITY OF REINFORCED CONCRETE MEMBERS. PRINCIPLES OF CAPACITY DESIGN. SHEAR-BENDING HIERARCHY CRITERION. BEAM-COLUMN HIERARCHY CRITERION. THEORY OF PLASTIC MECHANISM CONTROL. (5 HOURS OF THEORY AND 5 HOUR OF EXERCISE)

STAIRS WITH EDGE KNEE BEAMS AND CANTILEVER STEPS. STAIRS WITH RAMPANT SLAB. (3 HOURS OF THEORY AND 3 HOUR OF EXERCISE)

FINITE ELEMENT METHOD. SAP2000 FOR STRUCTURAL ANALYSIS: ANALYSIS OF CONTINUOUS BEAMS, ANALYSIS OF 2D-FRAMES, ANALYSIS OF SHEAR WALLS, ANALYSIS OF COUPLED SYSTEMS, DYNAMIC ANALYSIS OF 2D STRUCTURAL SCHEMES, SEISMIC ANALYSIS OF BUILDINGS, PUSH-OVER ANALYSIS. (10 HOURS OF THEORY AND 10 HOUR OF EXERCISE)
SURFACE FOUNDATIONS: ISOLATED FOUNDATIONS ON PLINTHS, THE CONNECTING BEAMS, REVERSE FOUNDATION BEAMS ON ELASTIC SOIL; STIFFNESS MATRIX OF BEAMS ON ELASTIC SOIL, FOUNDATION GRIDS, PILE FOUNDATION, FOUNDATION PLATES ON PILES, FOUNDATION PLATES WITH PILES ARRANGED ALONG A CIRCUMFERENCE, CALCULATION OF THE REINFORCEMENT OF THE FOUNDATIONS ON PILES, CONSTRUCTIONAL DETAILS. (10 HOURS OF THEORY AND 10 HOUR OF EXERCISE)

	Teaching Methods
	TEACHING PROVIDES THEORY LESSONS AND EXERCISES IN THE CLASSROOM. BOTH NUMERICAL WORKED EXAMPLES AND COMPUTER APPLICATIONS WILL BE PROVIDED. THE HOURS OF THEORY ARE 55(5.5 CFU) THE HOURS DEVOTED TO EXERCISE ARE 5(0.5CFU) ATTENDENCE IS NOT COMPULSORY

	Verification of learning
	THE VERIFICATION OF THE ACHIEVEMENT OF THE LEARNING GOALS IS CARRIED OUT BY MEANS OF AN EXAMINATION COLLOQUIUM OF ABOUT ONE HOUR, HELD AT THE END OF THE COURSE, REGARDING THE PRESENTATION OF THE THEORETICAL CONTENTS OF THE COURSE LECTURES. WORKED EXAMPLES ARE ALSO REQUIRED. FOR THE PURPOSES OF PRAISE, THE FOLLOWING ASPECTS WILL BE TAKEN INTO ACCOUNT: THE QUALITY OF THE EXPOSURE IN TERMS OF THE USE OF AN APPROPRIATE SCIENTIFIC LANGUAGE; THE ABILITY TO CORRELATE DIFFERENT TOPICS OF THE COURSE, WHERE POSSIBLE, WITH OTHER DISCIPLINES; THE CAPACITY OF JUDGMENT AUTONOMY ACHIEVED.

Verification of learning

THE VERIFICATION OF THE ACHIEVEMENT OF THE LEARNING GOALS IS CARRIED OUT BY MEANS OF AN EXAMINATION COLLOQUIUM OF ABOUT ONE HOUR, HELD AT THE END OF THE COURSE, REGARDING THE PRESENTATION OF THE THEORETICAL CONTENTS OF THE COURSE LECTURES. WORKED EXAMPLES ARE ALSO REQUIRED.
FOR THE PURPOSES OF PRAISE, THE FOLLOWING ASPECTS WILL BE TAKEN INTO ACCOUNT:
THE QUALITY OF THE EXPOSURE IN TERMS OF THE USE OF AN APPROPRIATE SCIENTIFIC LANGUAGE;
THE ABILITY TO CORRELATE DIFFERENT TOPICS OF THE COURSE, WHERE POSSIBLE, WITH OTHER DISCIPLINES;
THE CAPACITY OF JUDGMENT AUTONOMY ACHIEVED.

	Texts
	•APPUNTI DALLE LEZIONI. •G. MUSCOLINO: "DINAMICA DELLE STRUTTURE", MC GRAW HILL •R. RAMASCO: "DINAMICA DELLE STRUTTUE", CUEN •R. CLOUGH, J. PENZIEN: "DYNAMICS OF STRUCTURES", MC GRAW HILL •J.L. HUMAR (2012): "DYNAMICS OF STRUCTURES", THIRD EDITION, CRC PRESS/BALKEMA. •F.M. MAZZOLANI, V. PILUSO: "THEORY AND DESIGN OF SEISMIC RESISTANT STEEL FRAMES", E&FN SPON, AN IMPRINT OF CHAPMAN & HALL. •G.G. PENELIS, A.J. KAPPOS: "EARTHQUAKE-RESISTANT CONCRETE STRUCTURES", E&FN SPON, AN IMPRINT OF CHAPMAN & HALL. •M. MELE (ED.): "INGEGNERIA SISMICA", VOL. 1, CISM. •M. CAPURSO: " EDIFICI SOGGETTI A FORZE ORIZZONTALI: CALCOLO AUTOMATICO", CREMONESE.

Texts

•APPUNTI DALLE LEZIONI.
•G. MUSCOLINO: "DINAMICA DELLE STRUTTURE", MC GRAW HILL
•R. RAMASCO: "DINAMICA DELLE STRUTTUE", CUEN
•R. CLOUGH, J. PENZIEN: "DYNAMICS OF STRUCTURES", MC GRAW HILL
•J.L. HUMAR (2012): "DYNAMICS OF STRUCTURES", THIRD EDITION, CRC PRESS/BALKEMA.
•F.M. MAZZOLANI, V. PILUSO: "THEORY AND DESIGN OF SEISMIC RESISTANT STEEL FRAMES", E&FN SPON, AN IMPRINT OF CHAPMAN & HALL.
•G.G. PENELIS, A.J. KAPPOS: "EARTHQUAKE-RESISTANT CONCRETE STRUCTURES", E&FN SPON, AN IMPRINT OF CHAPMAN & HALL.
•M. MELE (ED.): "INGEGNERIA SISMICA", VOL. 1, CISM.
•M. CAPURSO: " EDIFICI SOGGETTI A FORZE ORIZZONTALI: CALCOLO AUTOMATICO", CREMONESE.

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Rosario MONTUORI | TEORIA E PROGETTO DI EDIFICI IN ZONA SISMICA