Prof.ssa

BELLETTI Beatrice

Professore di II fascia
  • Curriculum Vitae
  • Teaching
  • Appointments
  • Research

GENERAL INFORMATION
Occupation: Associate Professor of Structural Engineering
Department of Civil Engineering and Environmental Engineering and Architecture, University of Parma
Via Usberti 181/A, 43100 Parma, Italy.
Tel: 0039 0521 905930
E-mail: beatrice.belletti@unipr.it
Home address: Via Dante 3, 43100 – Parma, Italy
Nationality: Italian
Date of birth: May 17th, 1970
EDUCATION AND QUALIFICATIONS
1985 to 1989: Grammar school with emphasis on sciences
Final examination
July 25th, 1989: score 58/60.
1989 to 1995: University of Parma, Italy
Master Course of Civil Engineering
Master Thesis:
“Non linear analysis of reinforced concrete panels” (tutor: Prof. Ivo Iori, Department of Civil Engineering, University of Parma).
Final Examination:
October 19th, 1995: score 104/110.
1995 to 1997: Technical University of Milan, Italy
Graduate School in Concrete Structures “Fratelli Pesenti”
Thesis:
“Theoretical and experimental studies on bon- slip relationship” (tutor: Prof. Ivo Iori, Department of Civil Engineering, University of Parma).
Final Examination:
December 11th, 1997.
1998 to 2001: Technical University of Turin, Italy
PhD Course on Structural Engineering (tutor: Prof. Paolo Vallini, Dept. of Structural Engineering)
PhD Thesis:
“A numerical model for reinforced concrete structures” (tutor: Prof. Ivo Iori, Department of Civil Engineering, University of Parma).
Final Examination:
February 16th, 2001.
2001 to 2003: University of Parma, Italy
Post-PhD Course of Structural Engineering (tutor: Prof. Ivo Iori, Dept. of Structural Engineering)
2003 - 2015: University of Parma, Italy Permanent Position as Assistant Professor of Structural Engineering (Faculty of Engineering).
2015 to date: University of Parma, Italy Permanent Position as Associate Professor of Structural Engineering (Faculty of Engineering).
ENGINEER ASSOCIATION
Certificate of qualifying examination for the practice of the profession as Engineer (10 January 1996). On the register of the Parma Engineer Association since 1997.
RESEARCH ACTIVITIES
1) Bond between concrete and reinforcement bars: experimental measurement of -slip law in reinforced concrete ties by speckle photography methods.
2) Experimental observations of fracture mechanics phenomena of marble for the Finland Hall façade repair.
3) The PARC model for non-linear analysis of reinforced concrete panels: theoretical and numerical research.
4) Implementation in ABAQUS user supplied subroutine (UMAT.for) of the PARC model for non-linear finite element analyses (NLFEA) of reinforced concrete structures (beams, deep beams, slabs, etc.).
5) Experimental tests and NLFE analyses of prestressed and precast reinforced concrete structures (beams, hollow core slabs, thin walled precast roof elements, etc.).
6) Non-linear finite element analysis of steel fibre reinforced concrete (SFRC) structures (beams, slabs on grade, precast roof elements, etc ): theoretical research, implementation of a crack model and numerical applications.
7) Implementation of new tension and compression softening relations in DIANA Code for sequentially linear analyses of masonry and reinforced concrete structures.
8) Non-linear finite element analyses of Italian historical masonry structures.
9) Experimental tests on masonry columns strengthened with new materials (FRP, FRCM).
10) Seismic risk assessment of historical heritage, estimated through local analyses taking into account for out-of-plane failure mechanisms by linear and non-linear kinematic analysis.
11) Prediction of the behaviour of simply supported I-shaped cross section steel beams prestressed by tendons using NLFE analyses.
12) NLFEA of reinforced concrete structures subjected to loading-unloading-reloading conditions: theoretical research and implementation in ABAQUS user supplied subroutine (UMAT.for) of the constitutive model “PARC_CL”.
13) Shear resistance assessment using level approximation approach proposed in the fib Model Code MC2010: investigation on the strut rotation in shear loaded beams, made of normal, lightweight and high-strength concrete.
14) Pushover analyses of RC structural wall systems using shell elements modelling, fibre-element based software for seismic analyses of framed structures and lumped-plasticity modelling.
15) Development of Dutch guidelines for non-linear finite element analyses of existing bridges: background theory and application to beams and slabs.
16) Analytical evaluation and non-linear finite element analyses of structural joints connecting H or I steel sections.
17) Analytical evaluation and non-linear finite element analyses of composite (steel-concrete) joints used in frames for buildings.
18) Study of a precast structural wall system with unbonded post-tensioned split walls.
19) Dynamic effects of industrial installations characterized by oscillating masses on the seismic response of RC buildings.
20) Seismic risk level assessment of precast frame buildings. Study of brittle failure modes of precast roof elements connected to the beams with steel dowels.
21) Seismic assessment advanced methodologies for nuclear power plants RC structures: PARC_CL for static, cyclic and dynamic NLFE analyses.
22) Multi-level of approximation approach for the evaluation of shear resistance and punching shear resistance of bridge decks.
23) Compressive membrane action effects on punching shear resistance of RC floor and bridge decks.
24) Catenary action effects on the structural robustness assessment of RC slab strips subjected to shear and tensile forces.
25) Experimental and numerical study on biaxial shear in reinforced concrete RC elements.
26) Study of out-of-plane stability of flanges of core walls under bidirectional loading.
27) Theoretical research and implementation in ABAQUS user supplied subroutine (UMAT.for) of the constitutive model “PARC_CL_2.1” for cyclic loading conditions.
TEACHING ACTIVITIES
Supervisor of 50 master theses at the Faculty of Civil Engineering of the University of Parma. Referee of 5 master theses at the Faculty of Civil Engineering of the University of Brescia. Co-tutor of 2 PhD thesis at the University of Parma. Tutor of 4 PhD thesis at the University of Parma.
Contribution in providing practical exercises of the following courses (in Italian):
• Computational modelling of structures – Faculty of Civil Engineering – University of Parma - Academic years: 2000/2001; 2001/2002; 2002/2003;
• Structural Engineering – Faculty of Civil Engineering – University of Parma - Academic years: 2001/2002; 2002/2003.
Professor in chair of the following courses (in Italian):
• Structural Engineering (7.5 ECTS) – in Italian - Bachelor’s course at the Faculty of Civil Engineering – University of Parma - Academic years: 2000/2001.
• Structural Engineering (12 ECTS) – in Italian - Bachelor’s course at the Faculty of Architecture – University of Parma - Academic years: 2003/2004, 2004/2005, 2005/2006, 2006/2007, 2007/2008, 2008/2009, 2009/2010, 2010/2011, 2011/2012.
• Structural Engineering (7.5 ECTS) – in Italian - Bachelor’s course at the Faculty of Civil Engineering – University of Parma - Academic years: 2004/2005, 2005/2006, 2006/2007, 2007/2008, 2008/2009, 2009/2010.
• Seismic design of building (7.5 ECTS) – in Italian - Master’s course at the Faculty of Civil Engineering – University of Parma - Academic years: 2005/2006, 2006/2007, 2007/2008, 2008/2009, 2009/2010.
• Final Synthesis Laboratory: Architectural and Urban Composition (1.5 ECTS). – in Italian - Master’s course at the Faculty of Architecture – University of Parma - Academic years: 2006/2007.
• Dynamic analysis and seismic design of building (7.5 ECTS) – in Italian - Master’s course at the Faculty of Civil Engineering – University of Parma - Academic years: 2010/2011, 2011/2012, 2012/2013, , 2013/2014, 2014/2015, 2015/2016, 2016/2017.
• Design of Structures 2 (4 ECTS) – in English - Master’s course at the Faculty of Architecture – University of Parma - Academic years: 2012/2013, 2014/2015, 2015/2016, 2016/2017.
Seminars at the Parma Engineering Association (in Italian), Parma, Italy:
• Seismic design of buildings - April 7 – June 2, 2000 - Title of the seminar: Examples of interventions retrofitting of masonry buildings – 4 hours.
• Finite element method in structural engineering - October – November, 2002 - Title of the seminar: Finite element analysis in 2D and 3D modeling: the problem of large structures - 4 hours.
• Design and retrofitting of masonry structures in seismic area with particular emphasis to historical and cultural heritage - Title of the seminar: The POR method for pushover analysis of masonry buildings: theoretical aspects and code requirements – 4 hours – June 12, 2007.
• Theory and design requirements for the design of reinforced concrete structures - Title of the seminar: Design value of the applied torsional moment: some practical examples – November 30, 2007 – 4 hours.
• Organiser of the Course “Analytical calculations prescribed by Seismic Statements of Ordinanza n°3274-20 March 2003” - 80 hours -January – March 2004.
Seminars at the Centre for continuing education– Technical University of Milan, Italy (in Italian), Milan, Italy:
• XIII course on numerical procedures in structural engineering: Finite element ,methods for static and dynamic analysis: background theory, researches and recent progresses – October 21-25, 2002 - Title of the seminar: Analyses of reinforced concrete slabs and vaults - 2 hours.
Seminars at the Brescia Engineering Association (in Italian), Brescia, Italy:
• Recent legislation on structural safety and seismic protection of buildings - Title of the seminar: The structural behaviour of masonry buildings: background theory, practical examples and code requirements – March 30, 2007 - 4 hours.
Seminars at the Piacenza Engineering Association (in Italian), Piacenza, Italy:
• Static limit verifications and seismic design of buildings – May 5 – July 9, 2004 – 4 hours.
• Seismic risk and cultural heritage – The mechanics of historical masonry walls: linear and non-linear kinematic analysis - Piacenza, 4 April 2014 – 4 hours
• Seismic risk and cultural heritage – The restoration of historical building: safety and conservation needs – Piacenza, 4 April 2014 - 2 hours
Seminars at the Reggio Emilia Engineering Association (in Italian), Reggio Emilia, Italy:
• Design and retrofitting of masonry structures in seismic area with particular emphasis to historical and cultural heritage - Title of the seminar: Seismic design and seismic analysis of new masonry buildings – May 14, 2010 - 4 hours.
Seminars at the Betonrossi meeting (in Italian), Piacenza, Italy:
• Limit state verification of reinforced concrete buildings: code requirements - 3 hours –March 15, 2005.
Seminars at the Parma Surveyor Association (in Italian), Parma, Italy:
• Practical aspects of analytical procedures prescribed by seismic codes – March – May, 2005.
• Analytical procedures prescribed by new technical and seismic codes - Title of the seminar: General assessments of the actions on structures prescribed by recent Italian codes – January 20, 2011 - 2 hours.
• Analytical procedures prescribed by new technical and seismic codes - Title of the seminar: Reinforced concrete structures: seismic design – February 11, 2011 - 2 hours.

Seminars at the Assobeton Congress (in Italian), Parma, Italy
• Design of precast structures with the new codes - Title of the seminar: The seismic design of precast buildings - Assobeton Congress, Parma, May 25, 2012 - 1 hour.

Seminars organised by CTE association (in Italian):
• Course on “Restoration of industrial building” – Title: Precast beam to roof connection – Polytechnic of Milano, 17-18 May 2013
• Course on “Safety of precast building in seismic area” – Title: On the benefit of repairing actions - 17 October 2013, SAIE - BOLOGNA
• Workshop “Shear resistance of CA, CAP and SFRC members” – Title: Shear assessment using level of approximation approach proposed by MC2010 of RC beams, slabs and walls – 17 June 2015, Polytechnic of Milano
• Course on “Non linear finite element analysis of structures: limits of validity and open problems” – Title: Non linear finite element analysis for the verification of RC members subjected to monotonic and quasi-static loading– Polytechnic of Milano, 06 May 2016
Seminars at the Course of precast structures (in Italian), Milan, Italy
• Course of precast structures - Technical University of Milan, Italy – Design of precast seismic wall systems – May 22, 2012 – 2 hours.
Seminars at the Province of Parma (in Italian):
• Course on the seismic risk assement of existing masonry buildings - Title of the seminar: The seismic risk assessment through kinematic analysis. Theoretical and practical aspects. June 6, 2012 - 3 hours.
Seminars at Industrial Association of Parma (in Italian):
• The seismic risk assessment of existing precast buildings, Soragna Palace, Parma, November 30, 2012.
• Guideline for the seismic risk assessment of existing precast buildings, Soragna Palace, Parma, July 17, 2013.
Seminars at the École polytechnique fédérale de Lausanne – EPFL (in English):
• Title: Non-linear finite element analyses of RC slabs subjected to concentrated loads – 29 September 2014
• Title: Non-linear finite element analyses of RC walls seismic resisting systems adopted for nuclear power plan – 19 November 2015
• Title: On the modelling of compressive membrane action effects for the punching shear resistance assessment of RC slabs – 26 November 2015
Workshop at National Center for Research on Earthquake Engineering – NCREE - (in English):
• Workshop to Predict the Cyclic Test of 1/13-Scale Model of RC Nuclear Containment Vessel – Title: Non-linear finite element modelling using membrane or multi-layered shell elements and PARC_CL crack model: examples of application and blind prediction results of RCCV cyclic test – NCREE, Taipei 5 March 2015.
• Workshop to Predict the Cyclic Test of 1/13-Scale Model of RC Nuclear Containment Vessel – Title: Evaluation of local and global behavior of RC nuclear wall structures by means of NLFE analysis– NCREE, Taipei 12 January 2016.
Workshop at Joint Research Centre – JRC - (in English):
• Workshop Control of Cracking and Durability of Reinforced Concrete Struictures – Title: Finite element modelling of RC walls with smeared crack models – JRC, Ispra 20 March 2014.
Hilti seismic accademy (in Italian):
• Hilti seismic accademy - Title: The seismic improvement of masonry buildings – Pavia, 29 October 2015.
Centro S.Elisabetta – University of Parma (in Italian):
Workshop “Brick units falling phenomena in public buildings floor” - Title: Composite RC floor structure with concrete joists and hollow bricks: typologies and critical issues for brick units falling out” - Parma 11 May 2016.
RESEARCH ACTIVITIES IN FOREIGN COUNTRIES
Guest of Prof. Shield at the Aerospace Department of the University of Minnesota, Minneapolis from 18 March 2000 to 2 May 2000 for an experimental program carried out by ESPI.
Guest of Prof. Jan Rots at TuDelft (from January 2005 to June 2005 and from October 2005 to November 2005, February 2006 and June 2006, January 2009, June 2009, February 2010, July 2010).
Contribute to Dutch Guideline for NLFEA of reinforced concrete structures, financed by the Dutch Ministry of Infrastructure and the Environment.
Invited Professor for research and teaching activities from 15/11/2015 to 15/12/2015 at the École polytechnique fédérale de Lausanne (EPFL).
WORKING GROUPS
Member of fib Commision 3 fib: Existing concrete structures
Member of fib WP2.2.1: Shear in Beams
Member of CNR Commision on Robustness of RC structures
FOUNDED ITALIAN AND LOCAL RESEARCH PROJECTS
PRIN 2015 Principal Investigator of National project PRIN 2015 dal titolo: “Meccanismi di rottura per carenza di dettagli costruttivi e fenomeni di degrado in strutture in cemento armato esistenti”. Prot. 2015HZ24KH
Contributed as specialist to the following research project:
• NATIONAL RESEARCH PROJECT - COFIN 2001 – Principal Investigator: Prof. Ivo Iori – Research title: High performance concrete: design procedures and code requirements.
• NATIONAL RESEARCH PROJECT - COFIN 2003 – Principal Investigator: Prof. Ivo Iori - Research title: Damage localisation of plain concrete and reinforced concrete subjected to cyclic loading.
• NATIONAL RESEARCH PROJECT - COFIN 2004 – Principal Investigator: Prof. Giovanni Plizzari – Research title: Experimental and theoretical study of SFRC pavements.
• NATIONAL RESEARCH PROJECT - PRIN 2008 - Principal Investigator: Prof. Carlo Blasi – Study of masonry building by kinematic analysis.
• PROJECT YOUNG RESEARCHERS, ministerial note n. 1707 - 22.07.98 - Research title: Wrappings techniques used in structural restoration.
RESEARCH CONTRACTS FINANCED BY INDUSTRY AND AUTHORITIES
2015 DICATeA – Università degli Studi di Parma
“Analisi non lineari ad elementi finiti di un edificio prefabbricato con elementi in acciaio” nell'ambito della convenzione di ricerca con AREA PREFABBRICATI S.P.A. Responsabile scientifico: Prof. Beatrice Belletti
2014 DICATeA – Università degli Studi di Parma
“Validating the Guidelines for Nonlinear Finite Element Analysis of Concrete Structures” nell'ambito della convenzione di ricerca con TuDelft per il progetto “Overzichtspublicatie van alle case studies - Richtlijnen voor niet-lineaire eindige-elementenberekeningen” (Publication of all case studies - Guidelines for non-linear finite element calculations) of the Dutch Ministry of Transport, Public Works and Water Management. Responsabile scientifico: Prof. Beatrice Belletti
2013 DICATeA – Università degli Studi di Parma
“Studio della vulnerabilità sismica dell’ Istituto Maria Ausiliatrice” nell'ambito della della convenzione di ricerca con GRUPPOFABER. Responsabile scientifico: Prof. Beatrice Belletti
2012 DICATeA – Università degli Studi di Parma
“Studio delle tecniche di miglioramento ed adeguamento sismico di edifici prefabbricati esistenti” nell'ambito della della convenzione di ricerca con UNIONE PARMENSE DEGLI INDUSTRIALI. Responsabile scientifico: Prof. Beatrice Belletti
2012 DICATeA – Università degli Studi di Parma
“Extension of nonlinear finite element analyses, drafting of the final reports” nell'ambito della convenzione di ricerca con TuDelft per il progetto “Beoordeling Bestaande Kunstwerken– Richtlijnen voor niet-lineaire eindige-elementenberekeningen” of the Dutch Ministry of Transport, Public Works and Water Management. Responsabile scientifico: Prof. Beatrice Belletti
2011 DICATeA – Università degli Studi di Parma
“Nonlinear analyses description of case studies and sensitivity studies: plate and beam analyses” nell'ambito della convenzione di ricerca con TuDelft per il progetto “Beoordeling Bestaande Kunstwerken– Richtlijnen voor niet-lineaire eindige-elementenberekeningen” of the Dutch Ministry of Transport, Public Works and Water Management. Responsabile scientifico: Prof. Beatrice Belletti
2011 DICATeA – Università degli Studi di Parma
“Studio degli effetti dinamici indotti dal sisma sugli impianti guidovia per prosciuttifici e della loro interazione con le strutture esistenti: il caso del salumificio Galloni di Langhirano” nell'ambito della della convenzione di ricerca con GUIDOPARMA. Responsabile scientifico: Prof. Beatrice Belletti e Andrea Spagnoli.
2010 DICATeA – Università degli Studi di Parma
“Nonlinear analyses description of case studies and sensitivity studies” nell'ambito della convenzione di ricerca con TuDelft per il progetto “Beoordeling Bestaande Kunstwerken – Richtlijnen voor niet-lineaire eindige-elementenberekeningen – Uitbreiding: extra case studies voor platen” of the Dutch Ministry of Transport, Public Works and Water Management. Responsabile scientifico: Prof. Beatrice Belletti
2010 DICATeA – Università degli Studi di Parma
“Approfondimento di alcuni temi riguardanti il comportamento di lastre prefabbricate da utilizzare per la realizzazione di solai e/o impalcati” nell'ambito della convenzione di ricerca con Area Prefabbricati S.P.A. Responsabile scientifico: Prof. Beatrice Belletti
2010 DICATeA – Università degli Studi di Parma
“Approfondimento di alcuni temi riguardanti il comportamento di edifici aventi struttura sismo-resistente a pareti prefabbricate realizzate utilizzando cavi post-tesi” nell'ambito della convenzione di ricerca con Area Prefabbricati S.P.A. Responsabile scientifico: Prof. Beatrice Belletti
2010 DICATeA – Università degli Studi di Parma
“Approfondimento di alcuni temi riguardanti il comportamento di edifici aventi struttura sismo-resistente a pareti prefabbricate” nell'ambito della convenzione di ricerca con Prefabbricati Parma. Responsabile scientifico: Prof. Beatrice Belletti
2010 DICATeA – Università degli Studi di Parma
“Approfondimento di alcuni temi riguardanti i dettagli costruttivi relativi a nodi di collegamento” nell'ambito della convenzione di ricerca con COMETAL S.P.A.. Responsabile scientifico: Prof. Beatrice Belletti
2009 DICATeA – Università degli Studi di Parma
“Non linear analyses, descriptio of case studies and sensitivity studies” nell'ambito della convenzione di ricerca con TuDelft per il progetto “Beoordeling Bestaande Kunstwerken – Richtlijnen voor niet-lineaire eindige-elementenberekeningen – Uitbreiding: extra case studies voor platen” of the Dutch Ministry of Transport, Public Works and Water Management. Responsabile scientifico: Prof. Beatrice Belletti
2009 DICATeA – Università degli Studi di Parma
“Campagna di indagini e ricerche finalizzate alla valutazione della sicurezza sismica degli edifici in consegna al Ministero per i beni e le attività culturali in Emilia Romagna, secondo il livello LV1 prevista dalla “Direttiva del Presidente del Consiglio dei Ministri per la valutazione e riduzione del rischio sismico del patrimonio culturale con riferimento alle norme tecniche per le costruzioni del 12.10.2007 e S.M” nell'ambito della convenzione di ricerca con LA SOVRAINTENDENZA PER I BENI CULTURALI. Responsabile scientifico: Prof. Carlo Blasi.
2006 DICATeA – Università degli Studi di Parma
“Verifica sismica delle scuole Cocconi e Parmigianino” nell'ambito della convenzione di ricerca con PARMA TECNINOVA. Responsabile scientifico: Prof. Beatrice Belletti e Roberto Cerioni
2006 DICATeA – Università degli Studi di Parma
“Esecuzione delle verifiche di sicurezza sismica e indicazione degli interventi di consolidamento necessari per il raggiungimento dei livelli di sicurezza richiesti per i complessi scolastici Ulivi e Romagnosi” nell'ambito della convenzione di ricerca con PARMA TECNINOVA. Responsabile scientifico: Prof. Beatrice Belletti e Roberto Cerioni
2007 DICATeA – Università degli Studi di Parma
“Rilievo del quadro fessurativo del Loggiato della Rocca di Fontanellato Rilievo ed identificazione dei possibili interventi di restauro” nell'ambito della convenzione di ricerca con COMUNE DI FONTANELLATO. Responsabile scientifico: Prof. Carlo Blasi.
2006 DICATeA – Università degli Studi di Parma
“Approfondimento di alcuni temi riguardanti il comportamento torsionale del tegolo PITTI di copertura in conglomerato armato precompresso” nell'ambito della convenzione di ricerca con PIZZAROTTI S.P.A.. Responsabile scientifico: Prof. Beatrice Belletti
2005 DICATeA – Università degli Studi di Parma
“Collaborazione tecnico scientifica per l'approfondimento di alcuni temi riguardanti una struttura composta presollecitata (SCP) comprendente una struttura primaria costituita da una trave a cassone in C.A.P.” nell'ambito della convenzione di ricerca con AREA PREFABBRICATI S.P.A.. Responsabile scientifico: Prof. Beatrice Belletti e Roberto Cerioni
2004 DICATeA – Università degli Studi di Parma
“Collaborazione tecnico scientifica per la definizione del comportamento strutturale dell'elemento di copertura prefabbricato MAGUS” nell'ambito della convenzione di ricerca con RDB S.P.A.. Responsabile scientifico: Prof. Ivo Iori
2004 DICATeA – Università degli Studi di Parma
“Collaborazione tecnico scientifica per la definizione dei criteri progettuali utili ai fini della produzione di un elemento prefabbricato denominato Zephir” nell'ambito della convenzione di ricerca con AREA PREFABBRICATI S.P.A.. Responsabile scientifico: Prof. Roberto Cerioni
2002 DICATeA – Università degli Studi di Parma
“Stesura di un manuale teorico-tecnico sulle metodologie di calcolo dei solai alveolari precompressi” nell'ambito della convenzione di ricerca con ASSAP.. Responsabile scientifico: Prof. Ivo Iori
2002 DICATeA – Università degli Studi di Parma
“Studio dei comportamenti strutturali dei singoli pannelli alveolari e di solai ottenuti dal loro assemblaggio” nell'ambito della convenzione di ricerca con ASSAP.. Responsabile scientifico: Prof. Ivo Iori
2002 DICATeA – Università degli Studi di Parma
“Collaborazione per determinare i criteri progettuali per l’esecuzione e produzione di un elemento prefabbricato di copertura chiamato Pegaso” nell'ambito della convenzione di ricerca con AREA PREFABBRICATI S.P.A.. Responsabile scientifico: Prof. Roberto Cerioni
2001 DICATeA – Università degli Studi di Parma
“Analisi teorico-numerica di tegoli di copertura Thor e Microshed” nell'ambito della convenzione di ricerca con RDB S.P.A.. Responsabile scientifico: Prof. Ivo Iori
2001 DICATeA – Università degli Studi di Parma
“Collaborazione tecnico-scientifica per la definizione dei criteri progettuali utili ai fini della produzione di un elemento prefabbricato chiamato Argo” nell'ambito della convenzione di ricerca con VEGGIA S.P.A.. Responsabile scientifico: Prof. Roberto Cerioni
1. Articolo su rivista internazionale
indicizzata

2016 Belletti B., Collini L., Garziera R. – Design of an instrumentation for the automated damage detection
in ceilings - submitted to NDT & E International
2016 Belletti B., Gasperi A., Spagnoli A., Valentino R. Role of soil-structure interaction on the response of precast RC structures under seismic loading: a case study. Practice Periodical on Structural Design and Construction – doi 10.1061/(ASCE)SC.1943-5576.0000298.
2016 Tinini A., Minelli F., Belletti B., Scolari M. Biaxial shear in RC square beams: experimental, numerical and analitical program. Submitted to Engineering Structures, 126: 469-480.
2016 Belletti B., Damoni C., Cervenka V., Hendriks M.A.N. (-). Catenary action effects on the structural robustness assessment of RC slab strips subjected to shear and tensile forces. Structural Concrete DOI: 10.1002/suco.201500157.
2016 Belletti B., Bernardi P., Michelini E. Behavior of Thin-Walled Prestressed Concrete Roof Elements - Experimental investigation and numerical modeling. Engineering Structures, 107: 166-179
2015 Belletti, B., Pimentel M., Scolari M., Walraven, J.C. Safety assessment of punching shear failure according to level of approximation approach. Structural Concrete, 16(3): 366-380

2015 Belletti, B., Walraven, J.C., Trapani, F. Evaluation of compressive membrane action effects on punching shear resistance of reinforced concrete slabs. Engineering Structures, 95(7): 25-39
2015 Belletti B. , Gasperi A., Spagnoli, A. Capacity Design–Based Seismic Forces in Floor-to-Beam 32 2 1 Connections of Precast Concrete Frames. Journal of Performance of Constructed Facilities, 19(16), Article number 04014161;
2014 Belletti B. , Damoni C., Hendriks M.A.N., De Boer A.. (2014). Analytical and numerical evaluation of the design shear resistance of reinforced concrete slabs. Structural Concrete, 15(3): 317-330;

2014 Cecilia Damoni, Beatrice Belletti, Rita Esposito. Numerical prediction of the response of a squat shear wall subjected to monotonic loading. European Journal of Environmental and Civil Engineering, 18(7): 754-769;

2013 Belletti B., Damoni C., Gasperi AModeling approaches suitable for pushover analyses of RC structural wall buildings. Engineering Structures, 57(12): 327-338;
2013 Belletti B., Damoni C., den Uijl J.A., Hendriks M.A.M., Walraven J.C. Shear resistance evaluation of prestressed concrete bridge beams: fib Model Code 2010 guidelines for level IV approximations. Structural concrete, 14(3): 242-249
2013 Belletti B., Esposito R., Walraven J.C. Shear Capacity of Normal, Lightweight, and High-Strength Concrete Beams according to Model Code 2010. II: Experimental Results versus Non-linear Finite Element Program Results. Journal of Structural Engineering, 139(9): 1600-1607

2013 Walraven J.C., Belletti B., Esposito R.. Shear Capacity of Normal, Lightweight, and High-Strength Concrete Beams according to Model Code 2010. I: Experimental Results versus Analytical Model Results. Journal of Structural Engineering, 139(9): 1593-1599
2013 di Prisco M., Dozio D., Belletti B. On the fracture behaviour of thin-walled SFRC roof elements. Material and Structures, 46(5): 803-829
2012 Belletti B., Gasperi A. Closure to "Behavior of Prestressed Steel Beams". Journal Of Structural Engineering, 138(6): 839
2011 Belletti B., Damoni C., Hendriks M.A.M. Development of guidelines for non-linear finite element analyses of existing reinforced and pre-stressed beams. European Journal of Environmental and Civil Engineering. 15(9): 1361-1384;
2010 Belletti B., Gasperi A. Behaviour of Prestressed Steel Beams. Journal of Structural Engineering, 136(9): 1131-1139;
2010 Rots J.G., Belletti B., Damoni C., Hendriks M.A.N. (2010). Development of Dutch guideline for non-linear finite element analyses of shear critical bridge and viaduct beams. fib Bulletin 57: 139- 154;
2009 Belletti B. Evaluation of the interaction effects in coupled thin walled prestressed concrete roof elements. European Journal of Environmental and Civil Engineering (EJECE), 13(6): 745-764;
2009 Dejong M.J, Belletti B., Hendriks M.A.N; Rots J.G. (2009). Shell elements for sequentially linear analysis: Lateral failure of masonry structures. Engineering Structures, 31(7): 1382-1392;
2008 Rots J.G., Belletti B., Invernizzi S. (2008). Robust modeling of RC structures with an “event-by-event” strategy. Engineering Fracture Mechanics, 75(3-4): 590-614;
2008 Belletti B., Cerioni R., Meda A., Plizzari G. Design aspects on steel fiber-reinforced concrete pavements. Journal of Materials in Civil Engineering, 20(9): 599-607;
2006 Rots J.G, Invernizzi S, Belletti B. Saw-tooth softening/stiffening – A stable computational procedure for RC Structures. Computers and Concrete, 3(4): 213-233;
2001 Belletti B., Cerioni R, Iori I. Physical Approach for Reinforced-Concrete (PARC) membrane elements. Journal of Structural Engineering, 127(12): 1412-1426.
2. Articolo su rivista internazionale
non indicizzata
2013 Belletti B., Damoni C., Hendriks M.A.N. Evaluation of the carrying capacity of RC slabs subjected to concentrated loads near supports. Studies And Researches, 32: 131-158;
2003 Belletti B., Bernardi P., Cerioni R., Iori I. On a fiber-reinforced concrete constitutive model for the NLFE analysis. Studi e Ricerche. 24: 23- 50;
2003 Belletti B.; Cerioni R.; Iori I. Non-linear Finite-Element Analysis of R/C Deep Beams. Studi e Ricerche. 24: 51- 76;
2002 Belletti B., Cerioni R., Iori I., Provenzale L. (2002). Model for Non-linear Analysis of Reinforced Concrete Beams. Studi e Ricerche, 23: 19- 47;
2001 Belletti B., Cerioni R., Iori I. (2001). Shear Transfer in Pre-Cracked Reinforced-Concrete Members. Studi e Ricerche,. 22: 1- 26.
3. Articolo su rivista nazionale
non indicizzata

2011 Belletti B., Damoni C., Hendriks M.A.N. Linee guida olandesi per l’analisi non lineare ad elementi finiti di strutture in C.A. e C.A.P. caratterizzate da rottura per taglio-compressione. Structural modelling, Editore: cspfea, 4: 9- 12;
2010 Belletti B., Damoni C., Hendriks M.A.N. Linee guida olandesi per l’analisi non lineare ad elementi finiti di strutture in C.A. e C.A.P.: alcune indicazioni per la verifica agli stati limite di elementi inflessi. Structural modelling, Editore: cspfea, 3: 10- 12;
2009 E. Adorni, A. Amadori, R. Battaglia, B. Belletti, M. Bianchini, A.Borghesi, M. Di Cesare, P.P. Diotallevi, C. Ferrari, D. Ferretti, L. Landi, G. Manieri, L. Martelli, G. Marziali, E. Milani, V. Passarella, G. Royer-Carfagni, M.A. Sasso, A. Spagnoli, A. Tralli, F. Ubertini. Prime considerazioni sugli effetti del terremoto sulle strutture in muratura in alcune località dell’Aquilano. Ingegneria Sismica. 2: 26- 39;
2007 Di Prisco M., Meda A; Plizzari G.A., Belletti B., Bonalumi P., Carvezan A., Cerioni R., Colombo M., Dozio D. Two-dimensional members. Fiber-reinforced concrete for strong, durable and cost-saving structures and infrastructures, Editor: Starrylink: 124- 148;
2006 Belletti B., Bernardi P., Michelini E. Studio sul comportamento meccanico di tegoli di copertura soggetti a tensioni longitudinali e trasversali. Industria della Prefabbricazione, 11: 32- 46;
2005 Belletti B., Bernardi P., Michelini E. Una procedura per lo studio del comportamento non lineare di elementi prefabbricati precompressi. Presenza Tecnica in Edilizia. 213: 73- 77;
2001 Belletti B., Cerioni R., Iori I. Analisi non-lineare di elementi in conglomerato armato fibrorinforzato, soggetti a torsione pura. La meccanica della frattura nel calcestruzzo ad alte prestazioni, Editore: Starrylink: 87- 107;
2001 Belletti B.; Bernardi P.; Cerioni R.; Ferretti D.; Iori I. (2001). Rinforzo Strutturale di una Torre Matildica. Costruire in Laterizio. 80: 48- 54;
1999 Belletti B.; Cerioni R.; Ferretti D.; Iori I. L’energia di frattura del laterizio: due metodi per la sua determinazione. Costruire in Laterizio. 12(68): 66- 71.

4. Articolo su atti di congresso internazionale
2016 Belletti B., Gasperi A., Spagnoli A., Valentino R. Soil-structure interaction on prediction of the response of precast RC structures subjected to seismic action. CAE conference, Parma, 17-18 October;
2016 Belletti B., Riva E., Spagnoli A.. Dynamic response of non-structural elements of buildings under seismic loading. CAE conference, Parma, 17-18 October;
2016 Belletti B., Scolari M., Vecchi F. Nonlinear static and dynamic finite element analyses of reinforced concrete shear walls using PARC_CL crack model. 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures – FraMCoS-9;
2016 Belletti B., Cantone R., Fernández Ruiz M., Muttoni A. Approaches for suitable modelling and strength prediction of reinforced concrete slabs. 2016 fib Symposium – Cape Town;
2016 Belletti B., Scolari M., Vecchi F. NLFEA of reinforced concrete shear walls under cyclic loading by means of PARC_CL2.0 crack model. 2016 fib Symposium – Cape Town;
2016 Belletti B., Stocchi A., Scolari M., Vecchi F. Shell modelling of a 1/13 scaled RC containment vessel under cyclic actions with PARC_CL crack model. 8th International Conference on Concrete under Severe Conditions -- Environment and Loading, Lecco, Italy, 12-14 September;
2016 Belletti B., Cantone R., Manelli L., Muttoni A. Compressive membrane action effects on punching strength of flat RC slabs. 8th International Conference on Concrete under Severe Conditions - Environment and Loading, Lecco, Italy, 12-14 September;
2016 Roy A., Robuschi S., Hendriks M.A.N., Belletti B. Safety assessment of existing reinforced concrete beams using probabilistic methods at different levels. 8th International Conference on Concrete under Severe Conditions - Environment and Loading, Lecco, Italy, 12-14 September;
2016 Belletti B., Stocchi A. Shell modelling of a 1/13 scaled RC containment vessel under cyclic actions with PARC_CL crack model. 8th International Conference on Concrete under Severe Conditions - Environment and Loading, Lecco, Italy, 12-14 September;
2015 Belletti, B., Scolari, M., Stocchi, A. Beyond design seismic assessment advanced methodologies for RC structures: PARC_CL for FEM analyses of nuclear power plants RC structures. In 9ème Colloque National de l'AFPS, 30 November - 2 décembre 2015, Marne-La-Vallée, France;
2015 de Boer A., Hendriks M.A.N., van der Veen C., Ensink S.W.H., Belletti B. Evaluation and the progress of concrete girder non-linear analysis by contests. NAFEMS World Congress 2015, 2nd International SPDM Congress San Diego, CA, 21-24 June 2015;
2015 Belletti, B., Scolari, M., Stocchi, A., Vecchi, F. PARC_CL and PARC_CL2.0 for FEM analyses of RC structures subjected to cyclic loads. OpenSees Days 2015, Salerno, Italy, 10 – 11 June;
2015 de Boer A., Hendriks M.A.N., van der Veen C., Belletti B. Non-linear structural analysis as an assessment tool for existing concrete structures. Iabse Congress, Geneve, Switzerland, 23 – 25 September: 1041-1048;
2015 Belletti B., Cantone R., Muttoni A. Shear strength evaluation of RC bridge deck slabs according to CSCT with multi – layered shell elements and PARC_CL Crack Model. Iabse Congress, Geneve, Switzerland, 23 – 25 September;
2014 Belletti, B., Bianchini Frassinelli, M., Stocchi, A. Simulation of Smart 2013 shaking table test with shell elements and PARC_CL modeling. Workshop SMART2013. Paris, France, 25 – 27 Nov.;
2014 Belletti B., Scolari M., Stocchi A., Vecchi F. The PARC_CL model for FEM analyses of RC structures subjected to cyclic loads. International CAE Congress, Pacengo del Garda (Verona) - Italy, 27-28 October;
2014 Belletti B., Scolari, M. “Shear capacity of a large T-shaped prestressed concrete girder”, International Shear Force Workshop, University of Parma, 5th November 2014, Parma, Italy;
2014 Belletti B., Damoni C., Scolari, M., Stocchi, A. “On the non-linear behavior of joint connections between precast members realized using steel dowel”, 9th International DIANA Users Meeting, University of Parma, 4th November 2014, Parma, Italy;
2014 Belletti B., Damoni C., Hendriks M.A.N. “Response of RC slab strips subjected to axial tension and transverse load”, 9th International DIANA Users Meeting, University of Parma, 4th November 2014, Parma, Italy;
2014 De Boer A., Hendriks M.A.N., Den Uijl J.A., Belletti B., Damoni C. Non-linear FEA guideline for modelling of concrete infrastructure objects. EURO-C 2014, St. Anton am Arlberg, Austria; 24 – 27 March, 2: 977-985;
2014 Belletti B., Vitulli F.,Walraven J.C. Compressive membrane action in confined RC and SFRC circular slabs. EURO-C 2014, St. Anton am Arlberg, Austria; 24 – 27 March, 2: 807-818;
2014 Belletti B., Damoni C., Scolari M., Stocchi A. Study of brittle failure modes of precast roof elements connected to the beams with steel dowels. EURO-C 2014, St. Anton am Arlberg, Austria; 24 – 27 March, 2: 871-881;
2014 Belletti B., Damoni C., Scolari M., Stocchi A. Simulation of RC walls seismic behavior with shell elements and PARC_CL modelling. Second ECEES Congress, 25-29 August, Istanbul, Turkey;
2013 Belletti B., Damoni C., Hendriks M.A.N. Non-Linear Finite Element Analyses of Existing Reinforced Concrete Bridge Beams. IABSE Congress, 6-8 May, Rotterdam, The Netherlands;
2013 Belletti B., Damoni C., Hendriks M.A.N. “Study of the behaviour of reinforced concrete slabs subjected to concentrated loads near supports”, 8th International DIANA Users Meeting, Chalmers University of Technology, 25-26 April 2013, Gothenburg, Sweden;
2013 Damoni C., Belletti B., Lilliu G. Control of cracking in RC structures: numerical simulation of a squat shear wall, FraMCoS-8, 11-14 March, Toledo, Spain;
2013 Belletti B., Damoni C., Hendriks M.A.N., Den Uijl J.A. Non-linear finite element analyses of reinforced concrete slabs: comparison of safety formats, FraMCoS-8, 11-14 March, Toledo, Spain;
2013 Belletti B., Esposito R., Damoni C. Numerical prediction of the response of a squat shear wall subjected to monotonic loading through PARC_CL model. FraMCoS-8, 11-14 March, Toledo, Spain;
2011 Damoni C., Belletti B., Lilliu G. Concrack2: Control of cracking in RC structures: results obtained with DIANA for test case SHW, 2nd Workshop on “ Control of Cracking in RC Structures”, 20-22 June, Paris, France;
2011 Damoni C., den Uijl J.A., Hendriks M.A.N., Belletti B. Optimization of NLFE settings for evaluation of shear compression resistance. fib Symposium Prague 2011, 8-10 June, Prague, Czechoslovakia: 147- 150;
2010 Belletti B., Damoni C. Some remarks concerning the shear failure in prestressed RC beams. EUROC-2010, 15-18 March, Rohrmoos/Schladming, Austria: 581- 590;
2010 Belletti B., Damoni C., Hendriks M.A.N., den Uijl J.A. Developing standardized guidelines for a safety assessment of shear-critical RC beams based on non-linear a finite element modelling. Third International Congress and Exhibition fib, Washington D.C., 29 May- 2 June, CD;
2010 Belletti B., Gasperi A., Iori I., Riva P. Pushover analyses of precast structural wall buildings. PCI Precast/Prestressed Concrete Institute, Chicago: Third International Congress and Exhibition fib, Washington D.C., 29 May - 2 June, CD;
2009 Hendriks M.A.N., Dejong M.J., Van De Graaf A.V., Belletti B., Rots J.G. Sequentially Linear Analysis for Concrete Structures. CTCS’09, Jeju, Korea, May 24-27, 1: 580- 590;
2009 Rots J.G., Hendriks M.A.N., Belletti B., Dejong M.J. Sequentially Linear Analysis as a pushover analysis tool for masonry structures. COMPDYN 2009 ECCOMAS, Rhodes, Grece, June 22–24, CD – ROM;
2009 Rots J.G., Invernizzi S., Belletti B., Hendriks M.A.N. Circumventing bifurcations in structural softening. Computational Modelling of Concrete, Masonry and Fibre-reinforced Composites. June 17/18, Delft, The Netherlands, 1: 49- 52;
2009 Belletti B., Coisson E. Structural jacketing of brick masonry columns: a comparison among different solutions. Computational Modeling on Concrete, Masonry and Fiber-reinforced Composites, June 17/18, Delft, The Netherlands, 1: 3- 6;
2008 Belletti B., Hendriks M.A.N., Rots J.G. Finite element modelling of FRC structures –pitfalls and how to avoid them. Seventh RILEM International Symposium (BEFIB 2008), Chennai - India, Sept. 17-19: 303- 313;
2008 Belletti B., Cominoli L., Meda A., Plizzari G.A. Some remarks concerning the behavior of construction joints in FRC pavements. Seventh RILEM International Symposium (BEFIB 2008), Chennai, India, Sept. 17-19: 761- 771;
2008 Rots J.G., Hendriks M.A.N., Dejong M.J., Belletti B. Stepwise softening for concrete and masonry structures. 6th International Congress on Computation of Shell and Spatial Structures IASS-IACM, NY, USA, May 28-31, CD –ROM;
2007 Rots J.G, Invernizzi S, Belletti B. Fracture via a sequence of events: a saw-tooth softening model. 6th International Congress on Fracture Mechanics of Concrete and Concrete Structures, Catania, Italy, Jun 17-22, 1-3: 427-435;
2007 Rots J.G, Belletti B., Boonpichetvong M, Invernizzi S. An application of sequentially linear analysis to settlement damage prediction for masonry façades. 6th International Congress on Fracture Mechanics of Concrete and Concrete Structures, Catania, Italy, Jun 17-22, 1-3: 1653-1660;
2007 Di Prisco M, Belletti B., Dozio D. On the fracture of thin-walled SFRC roof elements: second order effects in steel fibre reinforced concrete elements. 6th International Congress on Fracture Mechanics of Concrete and Concrete Structures, Catania, Italy, Jun 17-22, 1-3: 1549-1557;
2006 Rots J.G., Invernizzi S., Belletti B. Saw-Tooth Softening Model for Concrete Structures. Finite Element Analysis of Reinforced Concrete Structures. SP 237-18: 277- 294;
2006 Belletti B., Bernardi P., Gasperi A. Some remarks concerning the evaluation of the bearing capacity of thin walled prestressed concrete roof elements. fib Congress 2006, Naple, Italy, June 5-8, CD-ROM;
2006 Rots J.G., Invernizzi S., Belletti B. Simplified Saw-Tooth Softening Model for Reinforced Concrete Structures. fib Congress 2006, Naple, Italy, June 5-8, CD-ROM;
2006 Di Prisco M., Belletti B., Dozio D. Thin-webbed open cross-section roof elements: modelling of second order effects up to failure. fib Congress 2006, Naple, Italy, June 5-8, CD-ROM;
2006 Rots J.G., Belletti B., Invernizzi S. Saw-tooth softening model for reinforced concrete structures. International Congress on Crack Paths (CP 2006), Parma, Italy, Sept. 14-16, CD-ROM;
2006 Rots J.G., Belletti B., Boonpichetvong M., Invernizzi S. Event-by-event strategies for modelling Amsterdam masonry structures. SAHC2006, New Delhi, India, Nov. 6-8: 1195- 1203;
2006 Belletti B., Bernardi P., Cerioni R. A generalisation of PARC model for the analysis of multiple cracked SFRC elements. EURO-C Congress 2006, Mayrhofen, Austria, Mar 27-30: 291-299;
2006 Rots J.G, Belletti B., Invernizzi S. On the shape of saw-tooth softening curves for sequentially linear analysis. EURO-C Congress 2006, Mayrhofen, Austria, Mar 27-30: 431-442;
2006 Rots J.G, Belletti B., Invernizzi S. A sequentially linear saw-tooth model for interface elements. EURO-C Congress 2006, Mayrhofen, Austria, Mar 27-30: 203-212;
2006 Rots J.G, Invernizzi S., Belletti B. Event-by-event strategies for modelling concrete structures. EURO-C Congress 2006, Mayrhofen, Austria, Mar 27-30: 667-678;
2005 Belletti B., Coisson E., Picarelli F. Analyses for the conservation of the load bearing wooden structures of the Teatro Comunale in Modena. Conservation of Historic Wooden Structures, Florence, Italy, Feb. 22-27, 1: 303- 308;
2005 Belletti B., Bernardi P., Cerioni R. A NLFE method for the analysis of SFRC structures. TCN CAE 2005, Lecce, Italy, Oct. 5-8, CD-ROM;
2005 Belletti B., Bernardi P., Meda A., Plizzari G. A NLFM method for the prediction of slabs on grade behaviour. XI International Congress on Fracture (ICF), March 20-25, CD-ROM;
2005 Belletti B., Bernardi P., Bozzani M., Todeschini G.L., Visconti N. A study for the design of thin-webbed prestressed roof elements. BIBM 2005, Amsterdam, The Netherlands, May 11-14, 125- 126, CD-ROM;
2005 Rots J.G., Belletti B., Invernizzi S. Saw-tooth softening models for concrete plates and shells. 5th International Congress on Computation of Shell and Spatial Structures, Salzburg, Austria, June 1-4;
2004 Belletti B., Cerioni R., Meda A., Plizzari G. A. Experimental and numerical analyses of FRC slabs on grade. FRAMCOS-5, Vail, Colorado, April 12-16, 2: 973- 980;
2004 Belletti B., Coisson E., Ferrari C., Pedroni S. The role of survey for a correct FE analysis: the case of the Monte Oliveto Mayre church. IV International Seminar on Structural Analysis of Historical Construction, Padua, Italy, Nov. 10-12, 2: 1295- 1303;
2004 Belletti B., Bernardi P., Meda A., Plizzari G. A NLFE method for the prediction of slabs on grade behaviour. XVII Congress IGF, Bologna, Italy, June 16-18, CD – ROM;
2004 Belletti B.; Cerioni R.; Plizzari G.A. Fracture in SFRC slabs on grade. Befib 2004- Sixth Rilem Symposium On Fibre Reinforced Concrete (FRC), Varenna, Italy, Sept. 20- 22, 1: 721- 730;
2004 Belletti B., Bernardi P., Meda A. Shear behaviour of prestressed beams reinforced with steel fibers. Befib 2004- Sixth Rilem Symposium On Fibre Reinforced Concrete (FRC), Varenna, Italy, Sept. 20- 22, 2: 925- 934;
2004 Belletti B., Bernardi P., Todeschini G., Visconti N. A terminal totally built by precast concrete elements for the storage of plastics in silos: NLFEA of some structural components. fib 2004 Symposium, Avignon, France, Apr. 26-28: 202- 203, CD-ROM;
2003 Belletti B., Bernardi P., Cerioni R., Iori I. Non-linear analysis of reinforced concrete slabs. 2nd International Congress on Structural and Construction Engineering, Rome, Italy, Sep 23-26, 1-3: 663-668;
2003 Belletti B., Bernardi P., Cerioni R., Iori I. Non-linear analysis of prestressed hollow core slabs. 2nd International Congress on Structural and Construction Engineering, Rome, Italy, Sep 23-26, 1-3: 1083-1089;
2003 Belletti B., Bernardi P., Cerioni R., Iori I. On the behaviour of R/C beams without shear reinforcement. EURO-C 2003 Congress, St Johann Im Pongau, Austria, Mar 17-20: 645-654;
2003 Belletti B., Bernardi P., Cerioni R., Iori I. Non-linear local analysis of reinforced concrete plates. EURO-C 2003 Congress, St Johann Im Pongau, Austria, Mar 17-20: 635-644;
2002 Belletti B., Bernardi P., Cerioni R., Iori I. Some Applications of “PARC” Constitutive Matrix for Reinforced Concrete Structures. ABAQUS Users’ Congress, May 29-31, Newport;
2002 Belletti B., Cerioni R., Gazzola G., Iori I., Meroni R. A Precast Prestressed Reinforced Concrete Roof Element. XVII° International Congress BIBM, Istanbul, Turkey, May 1-4, CD-ROM;
2002 Belletti B., Cerioni R., Iori I. Theoretical and Experimental Analyses of Precast Prestressed Concrete Roof Elements for Large Span. First fib Congress 2002, Osaka, Japan, Oct. 12-19, CD- Session 11;
2000 Nicoletto G., Pirondi A., Belletti B., Royer-Carfagni G. Fracture Toughness of Carrara Marbles. SEM IX International Congress on Experimental Mechanics, Orlando, FL, June 05-08: 703-706;
5. Articolo su atti di congresso nazionale
2016 Belletti B., Scolari M., Almeida J., Beyer K. Validation of NLFEA to simulate the instability of thin RC walls subjected to bidirectional loading. Italian Concrete Days, Roma, 27-28 Ottobre;
2016 Belletti B., Cantone R., Muttoni A.. Shell modelling strategies for the assessment of punching shear resistance of continuous slabs. Italian Concrete Days, Roma, 27-28 Ottobre;
2015 Belletti B., Stocchi A. Valutazione della vulnerabilità sismica di edifici elettrici per reattori nucleari CPY tramite elementi shell multi-layered ed il Modello Fessurativo PARC_CL. XVI Convegno ANIDIS, 13-17 Settembre 2015, L’Aquila, Italia;
2014 Minelli, F., Tinini, A., Belletti, B., Scolari, M. Studio sperimentale sul taglio biassiale in travi a sezione quadrata. 20° Congresso CTE, Milano, Italia; 6 – 8 Novembre: 77-87;
2014 Walraven J.C., Belletti B., Trapani F. L’effetto del “compressive membrane action” nella valutazione della resistenza a punzonamento delle solette da ponte. 20° Congresso CTE, Milano, Italia; 6 – 8 Novembre: 53-62;
2013 Damoni C., Belletti B., Stocchi A. Verifiche sismiche di edifici storici tramite l’analisi cinematica lineare e non lineare. XV Congresso ANIDIS, 30 Giugno – 4 Luglio, Padova, Italia;
2013 Belletti B., Baroni L., Gasperi A., Stocchi A. Il ruolo dei collegamenti fra elementi di copertura e travi principali nella definizione del comportamento a diaframma di edifici prefabbricati. XV Congresso ANIDIS, 30 Giugno – 4 Luglio, Padova, Italia;
2013 Belletti B., Damoni C., Gasperi A., Conti S., Vitulli F. Studio del comportamento sismico di giunti flangiati trave-colonna di strutture in acciaio. XV Congresso ANIDIS, 30 Giugno – 4 Luglio, Padova, Italia;
2013 Belletti B., Damoni C., Scolari M., Stocchi A. Studio delle rotture fragili di elementi di copertura prefabbricati collegati alle travi principali con inserti metallici. XV Congresso ANIDIS, 30 Giugno – 4 Luglio, Padova, Italia;
2012 Belletti B., Damoni C., Hendriks M.A.N. Analisi non lineare ad elementi finiti di piastre in C.A.: confronti fra livelli di approssimazione proposti dal MC2010. 19° Congresso CTE, 8-10 Novembre 2012, Bologna, Italia: 17-28;
2011 Damoni C., Belletti B. Valutazione del livello di rischio sismico di edifici storici tramite analisi globale e locale. XIV Congresso ANIDIS, 18-22 Settembre, Bari, Italia, CD;
2011 Belletti B., Damoni C. Studio del comportamento di edifici prefabbricati a pareti in cemento armato ad armatura aderente. XIV Congresso ANIDIS, 18-22 Settembre, Bari, Italia, CD;
2010 Belletti B., Esposito R. Un modello costitutivo per elementi in C.A. soggetti ad azioni cicliche. 18° Congresso CTE, Brescia, Italia, 11-12 Novembre, 1: 81- 90;
2010 Belletti B., Hendriks M.A.N., Damoni C. Sviluppo di Linee guida per l’analisi non lineare ad elementi finiti di strutture in C.A. 18° Congresso CTE, Brescia, Italia, 11-12 Novembre, 2: 643- 653;
2009 Belletti B., Gasperi A., Poletti E., Riva P. Alcune osservazioni sul comportamento di edifici prefabbricati a pareti in C.A. soggetti ad azione sismica. Giornate AICAP 2009, Pisa, Italia, 15-16 Maggio, 1: 99- 106;
2009 Belletti B., Coïsson E., Soncini C. Per un consolidamento in linea con i principi del restauro: confronto sperimentale fra diverse tecniche di cerchiatura di colonne in mattoni faccia a vista. MURICO3. Venezia, Italia, 22-24 Aprile, CD –ROM;
2009 Belletti B., Dejong M.J., Van De Graaf A.V., Hendriks M.A.N., Rots J.G. Sequentially linear analysis for the response prediction by pushover analysis of URM buildings subjected to seismic loads. XIII Congresso ANIDIS, Bologna, Italia, 28 Giugno - 2 Luglio, CD – ROM;
2009 Belletti B., Gasperi A., Poletti E., Riva P. Analisi statiche non lineari di edifici a pareti in C.A. prefabbricati. XIII Congresso ANIDIS, Bologna, Italia, 28 Giugno - 2 Luglio, CD – ROM;
2008 Belletti B., Riva P. Alcune applicazioni del modello “PARC” all’analisi statica non lineare di edifici a pareti in calcestruzzo armato soggetti ad azioni sismiche. 17° Congresso CTE, Roma, Italia, 5 – 8 Novembre, 1: 39- 49
2007 Belletti B., Bernardi P., Gasperi A. Sulla valutazione della capacità portante di tegoli di copertura. Giornate AICAP 2007, Salerno, Italia, 4-6 Ottobre, 1: 411- 418;
2006 Belletti B., Bernardi P., Meda A., Plizzari G. Analisi sperimentale e numerica di tegoli prefabbricati in calcestruzzo fibrorinforzato. 16° Congresso CTE, Parma, Italia, 9-11 Novembre, 2: 565- 572;
2006 Belletti B., Bernardi P., Iori I. Studio del comportamento meccanico di tegoli di copertura soggetti a tensioni longitudinali e trasversali. 16° Congresso CTE., Parma, Italia, 9-11 Novembre, 2: 627- 636;
2004 Belletti B., Bernardi P., Michelini E. Analisi numerico-sperimentale di elementi di copertura in parete sottile: alcune considerazioni progettuali. Giornate AICAP 2004, Verona, Italia, 26- 29 Maggio, 1: 27- 34;
2004 Belletti B., Bernardi P., Cerioni R., Iori I. Indagine teorico - sperimentale sulla capacità a taglio di elementi alveolari precompressi. 15° Congresso CTE, Bari, Italia, 6-7 Novembre, 1: 67- 76;
2004 Belletti B., Cerioni R., Meda A., Plizzari G.A. Analisi numerica di pavimentazioni in FRC. 15° Congresso CTE, Bari, Italia, 6-7 Novembre, 1: 201- 210;
2002 Belletti B., Cerioni R., Iori I., Provenzale L. Diagrammi di interazione M-V per la verifica dello stato limite di fessurazione ed ultimo in elementi di conglomerato armato. Giornate AICAP 2002, Bologna, Italia, 6-8 Giugno, 1: 23- 32;
2002 Belletti B., Cerioni R., Iori I. Un metodo numerico per l’analisi non lineare di travi alte in conglomerato armato. Giornate AICAP 2002, Bologna, Italia, 6-8 Giugno, 1: 13- 22;
2002 Belletti B., Bernardi P., Cerioni R., Iori I. Analisi non lineare di travi in cemento armato non armate a taglio. 14° Congresso CTE, Mantova, Italia, 7-9 Novembre, 1: 3- 12;
2002 Belletti B. Analisi non lineare ad elementi finiti di tegoli di copertura in conglomerato armato precompresso. 14° Congresso CTE, Mantova, Italia, 7-9 Novembre, 1: 13- 22;
2002 Belletti B., Bernardi P., Cerioni R., Iori I. Analisi non lineare di pannelli alveolari precompressi. XXXI Congresso Nazionale AIAS, Parma, Italia, 18-21 Settembre, CD- Session M;
2002 Belletti B., Bernardi P., Cerioni R., Iori I. Sul comportamento a flessione e taglio di travi in conglomerato armato, rinforzato con fibre d'acciaio XXXI Congresso Nazionale AIAS, Parma, Italia, 18-21 Settembre, CD-ROM;
2001 Belletti B., Cerioni R., Iori I. Un approccio numerico all’analisi non lineare di travi alte in conglomerato armato. Workshop Strut & tie, Firenze, Italia, 16 Marzo: 55- 68;
2000 Belletti B., Cerioni R., Iori I. Sul comportamento di elementi bidimensionali in conglomerato, armati lungo una sola direzione e soggetti a stati piani di sforzo. 13° Congresso CTE, Pisa, Italia, 9-11 Novembre, 1: 37- 45;
2000 Belletti B., Cerioni R., Iori I. Analisi non lineare di elementi monodimensionali in conglomerato armato soggetti a flessione, taglio ed azione assiale. 13° Congresso CTE, Pisa, Italia, 9-11 Novembre, 1: 27- 35;
1998 Belletti B., Fantilli A., Ferretti D., Iori I. Analisi numerico – sperimentale di un elemento in conglomerato armato semplicemente teso. 12° Congresso CTE., Padova, 5-7 Novembre: 27- 36;
1996 di Prisco M., Toniolo G., Belletti B., Pastorino M. Prova di carico su voltina scatolare di grande luce. 11° Congresso CTE, Napoli, Italia, 1-9 Novembre, 1: 423- 430;
1996 di Prisco M., Toniolo G., Belletti B., Pastorino M. Analisi sperimentale su voltina con profilo alare a nucleo. 11° Congresso CTE, Napoli, Italia, 1-9 Novembre, 1: 413- 422;
6. Tesi di Laurea, di Diploma e di Dottorato
2001 Belletti B. Un modello numerico per elementi in conglomerato armato. Tesi di Dottorato in Ingegneria delle Strutture, Politecnico di Torino, Italia;
1997 Belletti B. Sul comportamento di un elemento in conglomerato armato soggetto a trazione semplice. Tesi di Specializzazione in Strutture in Cemento Armato “Fratelli Pesenti”, Politecnico di Milano, Italia;
1995 Belletti B. Analisi non lineare di elementi membranali in C.A. Tesi di Laurea in Ingegneria Civile, Università di Parma, Italia.

7. Linee guida ministeriali
2016 Hendriks M.A.N., den Uijl J.A.,de Boer A., Belletti B. Guidelines for Non-linear Finite Element Analyses of Concrete Structures V2.0. Rijkswaterstaat Technisch Document RTD 1016-1:2016, Rijkswaterstaat Centre for Infrastructure, Utrecht;
2012 Hendriks M.A.N., den Uijl J.A.,de Boer A., Feenstra P.H., Belletti B., Damoni C. Guidelines for Non-linear Finite Element Analyses of Concrete Structures. Rijkswaterstaat Technisch Document RTD:1016:2012, Rijkswaterstaat Centre for Infrastructure, Utrecht;
8. Contributi su libro
2013 Damoni C., Belletti B. “Quantificazione dei meccanismi di dissesto”. In Recupero Restauro e manutenzione. Architettura storica e terremoti. Protocolli operativi per la conoscenza e la tutela, Wolters Kluwer UTET ed.: 97-113;

9. Reviewer delle seguenti riviste

- European Journal of Environmental and Civil Engineering
- Journal of Structural Engineering
- Material and Structures (MAAS)
- Structural Concrete (fib Journal)
- Engineering Structures
- Scientific World Journal
- Structural Engineering and Mechanics
- Non-linear dynamic
- Structural Control and Health Monitoring
- Computer and Concrete

Completion accademic year: 2019/2020

Completion accademic year: 2018/2019

Completion accademic year: 2017/2018

Completion accademic year: 2016/2017

Completion accademic year: 2015/2016

Completion accademic year: 2014/2015

Completion accademic year: 2013/2014

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Phone number
905930