Antonella CECCHI
- Qualifica
- Docente a contratto
-
antonella.cecchi@unive.it
- Sito web
-
www.unive.it/persone/antonella.cecchi (scheda personale)
PAGINA WEB PERSONALE: http://www.iuav.it/Ateneo1/docenti/architettu/docenti-st/Antonella-2/index.htm
EMAIL : cecchi@iuav.it
PAGINA WEB GRUPPO DI RICERCA: https://sites.google.com/a/iuav.it/iuav-sdc/
NUMERO DI PUBBLICAZIONI E DIFFUSIONE:
86 Pubblicazioni su Riviste internazionali
25 secondo SCOPUS.
CITAZIONI SCOPUS 1819.
ATTUALE POSIZIONE ACCADEMICA E AFFILIAZIONI:
2011-oggi Professore Ordinario di Scienza delle Costruzioni, Dipartimento di Architettura Costruzione Conservazione, Università IUAV di Venezia
ESPERIENZA PROFESSIONALE:
2006-2011 Professore Associato di Scienza delle Costruzioni, Facoltà di Architettura, Università IUAV di Venezia
2000-2006 Assegnista di ricerca, Università IUAV di Venezia
ISTRUZIONE:
1994-1997 Dottorato di Ricerca (Ph.D.),
1986-1992 Laurea in Architettura, Università IUAV di Venezia, Italy
COMMISSIONI E ATTIVITÀ PROFESSIONALI (SELEZIONATE):
2021-2024 vice-Presidente della SISCO (Società Italiana di Scienza delle Costruzioni)
2019 a ora Direttore le Laboratorio di Scienza delle Costruzioni,Università IUAV di Venezia
2015-2018 Direttore del Dipartimento di Architettura Costruzione Conservazione, Università IUAV di Venezia
2014-2015 Mandatario del Rettore alla didattica
2014-2015 Vice direttore della Scuola di dottorato IUAV
2013-2022 Coordinatore scientifico del curriculum “Innovazione per il costruire e per il patrimonio culturale” nel Dottorato in Architettura, Città e Design, nella Scuola di dottorato IUAV
2012-2014 Vice direttore del Dipartimento Architettura Costruzione Conservazione DACC
FINANZIAMENTI PER LA RICERCA:
PRIN 2017:"Modelling of constitutive laws for traditional and innovative building materials"
PRIN 2015:” Advanced mechanical modeling of new materials and structures for the solution of 2020 Horizon challenges”
PRIN 2010-2011: “Models and algorithms for the nonlinear analysis of structures and the validation of performance-based design rules”.
ATTIVITÀ DIDATTICHE (SELEZIONATE):
• Meccanica Strutturale 1 e 2, corso di laurea in Architettura, Università IUAV di Venezia
• Metodi agli elementi finiti, corso per il dottorato in Architettura, Città e Design, nella Scuola di dottorato IUAV, cv Innovazione per il costruire e per il patrimonio culturale
• Fondamenti di teoria dell’omogeneizzazione, corso per il dottorato in Architettura, Città e Design, nella Scuola di dottorato IUAV, cv Innovazione per il costruire e per il patrimonio culturale.
ARGOMENTI DI RICERCA (SELEZIONATI):
● Omogeneizzazione: comportamento nel piano e fuori dal piano di murature periodiche e semi periodiche.
● Identificazione tra modelli 3D discreti e modelli continui: modelli continui Cauchy e Cosserat
● Calcolo a rottura di murature
● Materiali fibro-rinforzati
● Analisi multi-scala
● Modelli visco-elastici: modelli ad elementi discreti DEM e continui equivalenti per materiali a struttura periodica.
● Analisi dinamica di strutture periodiche: modelli continui
equivalenti standard e micropolari e modelli DEM.
● Modelli misti ad elementi finiti e discreti FEM/DEM.
● Tecniche di rinforzo di strutture in muratura attraverso materiali compositi con fibre naturali.
● Modellazione numerica per lo studio di murature rinforzate con compositi.
● Caratterizzazione meccanica di materiali autoriparanti per il consolidamento della malta nelle murature.
PUBBLICAZIONI SU RIVISTA INTERNAZIONALE
1.Thatikonda, Nandini Priya, Baraldi, Daniele, Boscato, Giosue, Cecchi, Antonella (2024). Experimental evaluation of elastic shear components for masonry in a Cosserat Continuum. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, vol. 292, ISSN: 0020-7683, doi: 10.1016/j.ijsolstr.2024.112715
2.Boscato, G., Baldelli, J., Baraldi, D., De Carvalho Bello, C.B., Cecchi, A. (2023). Experimental and numerical procedure for vulnerability assessment of historical masonry building aggregates, International Journal of Masonry Research and Innovation, 9(1-2), pp. 15–41, ISSN: 00207683, doi:10.1016/j.ijsolstr.2024.112715
3.Boscato, Giosué, Baraldi, Daniele, de Carvalho Bello, Claudia, Cecchi, Antonella (2022). Interface modeling in load transfer mechanisms of multi-leaf masonry panels. ENGINEERING STRUCTURES, vol. 266, ISSN: 0141-0296, doi: 10.1016/j.engstruct.2022.114633
4.Bellini, Alessandro, Aiello, Maria Antonietta, Bencardino, Francesco, de Carvalho Bello, Claudia Brito, Castori, Giulio, Cecchi, Antonella, Ceroni, Francesca, Corradi, Marco, D'Antino, Tommaso, De Santis, Stefano, Fagone, Mario, de Felice, Gianmarco, Leone, Marianovella, Lignola, Gian Piero, Napoli, Annalisa, Nisticò, Mattia, Poggi, Carlo, Prota, Andrea, Ranocchiai, Giovanna, Realfonzo, Roberto, Sacco, Elio, Mazzotti, Claudio (2021). Influence of different set-up parameters on the bond behavior of FRCM composites. CONSTRUCTION AND BUILDING MATERIALS, vol. 308, ISSN: 0950-0618, doi: 10.1016/j.conbuildmat.2021.124964
5.Daniele Baraldi, Emanuele Reccia, Claudia de Carvalho, Antonella Cecchi (2021). Laboratory and numerical experimentation for masonry in compression. INTERNATIONAL JOURNAL OF MASONRY RESEARCH AND INNOVATION, vol. 6, p. 1-20, ISSN: 2056-9459, doi: 10.1504/IJMRI.2021.112066
6.Almeida, Francisco P. A., Cecchi, Antonella (2021). Mechanics of structure genome applied in the homogenization of masonry reinforced by FRP repointing technique. COMPUTERS & STRUCTURES, vol. 253, ISSN: 0045-7949, doi: 10.1016/j.compstruc.2021.106576
7.Carpine, R., Ientile, S., Vacca, N., Boscato, G., Rospars, C., Cecchi, A., Argoul, P (2021). Modal identification in the case of complex modes : use of the wavelet analysis applied to the after-shock responses of a masonry wall during shear compression tests. MECHANICAL SYSTEMS AND SIGNAL PROCESSING, vol. 160, ISSN: 0888-3270, doi: 10.1016/j.ymssp.2021.107753
8.Boscato, Giosuè, de Carvalho, Claudia, Cecchi, Antonella (2021). Multi-leaf masonry walls: Load transfer mechanisms sensitivity to mechanic and geometric parameters. STRUCTURES, vol. 31, p. 540-557, ISSN: 2352-0124, doi: 10.1016/j.istruc.2021.02.006
9.de Carvalho Bello, Claudia Brito, Boscato, Giosuè, Meroi, Emilio, Cecchi, Antonella (2020). Non-linear continuous model for three leaf masonry walls. CONSTRUCTION AND BUILDING MATERIALS, vol. 244, ISSN: 0950-0618, doi: 10.1016/j.conbuildmat.2020.118356
10.Baraldi, Daniele, De Carvalho Bello, Claudia Brito, Cecchi, Antonella (2020). Refined Rigid Block Model for In-Plane Loaded Masonry. ADVANCES IN CIVIL ENGINEERING, vol. 2020, ISSN: 1687-8094, doi: 10.1155/2020/8844759
11.Boscato, Giosuè, Cecchi, Antonella (2020). Sensitivity analysis of geometric irregular effects on vulnerability of large-hall historic structures. ENGINEERING FAILURE ANALYSIS, vol. 115, ISSN: 1350-6307, doi: 10.1016/j.engfailanal.2020.104674
12.Pavlovic, Milorad, Trevisani, Sebastiano, Cecchi, Antonella (2019). A Procedure for the Structural Identifcation of Masonry Towers. JOURNAL OF NONDESTRUCTIVE EVALUATION, vol. 38, ISSN: 0195-9298, doi: 10.1007/s10921-019-0575-8
13.de Carvalho Bello, Claudia Brito, Boem, Ingrid, Cecchi, Antonella, Gattesco, Natalino, Oliveira, Daniel V. (2019). Experimental tests for the characterization of sisal fiber reinforced cementitious matrix for strengthening masonry structures. CONSTRUCTION AND BUILDING MATERIALS, vol. 219, p. 44-55, ISSN: 0950-0618, doi: 10.1016/j.conbuildmat.2019.05.168
14.Baraldi, Daniele, Manzato, Anna, Cecchi, Antonella (2019). Non-linear Analysis of Bridge “Guglie” in Venice: Sensitivity to Designed and Realized Shape. JOURNAL OF CIVIL ENGINEERING AND ARCHITECTURE, vol. 13, p. 77-87, ISSN: 1934-7359, doi: 10.17265/1934-7359/2019.02.002
15.Baraldi, Daniele, Brito de Carvalho Bello, Claudia, Cecchi, Antonella, Meroi, Emilio, Reccia, Emanuele (2019). Non-linear behaviour of masonry walls: FE, DE & FE/DE models. COMPOSITES: MECHANICS, COMPUTATIONS, APPLICATIONS, vol. 10, p. 253-272, ISSN: 2152-2057, doi: 10.1615/CompMechComputApplIntJ.2019026998
16.Boscato, Giosuè, Fragonara, Luca Zanotti, Cecchi, Antonella, Reccia, Emanuele, Baraldi, Daniele (2019). Structural Health Monitoring through Vibration-Based Approaches. SHOCK AND VIBRATION, vol. 2019, p. 1-5, ISSN: 1070-9622, doi: 10.1155/2019/2380616
17.Reccia, Emanuele, Leonetti, Lorenzo, Trovalusci, Patrizia, Cecchi, Antonella (2018). A multi-scale/multi-domain model for the failure analysis of masonry walls : a validation with a combined FEM/DEM approach. INTERNATIONAL JOURNAL FOR MULTISCALE COMPUTATIONAL ENGINEERING, vol. 16, p. 325-343, ISSN: 1543-1649, doi: 10.1615/IntJMultCompEng.2018026988
18.BARALDI, DANIELE, CECCHI, ANTONELLA (2018). Discrete and Continuous Models for Static and Modal Analysis of Out of Plane Loaded Masonry. COMPUTERS & STRUCTURES, vol. 207, p. 171-186, ISSN: 0045-7949, doi: 10.1016/j.compstruc.2017.03.015
19.BARALDI, DANIELE, RECCIA, EMANUELE, CECCHI, ANTONELLA (2018). In plane loaded masonry walls: DEM and FEM/DEM models. A critical review. MECCANICA, vol. 53, p. 1613-1628, ISSN: 1572-9648, doi: 10.1007/s11012-017-0704-3
20.BOSCATO, GIOSUE', RECCIA, EMANUELE, CECCHI, ANTONELLA (2018). Non-destructive experimentation : Dynamic identification of multi-leaf masonry walls damaged and consolidated. COMPOSITES. PART B, ENGINEERING, vol. 133, p. 145-165, ISSN: 1359-8368, doi: 10.1016/j.compositesb.2017.08.022
21.G. Boscato, E. Reccia, D. Baraldi, A. Cecchi (2018). Sensitivity to damage imperfection for multileaf masonry walls based on vibrational analyses. SHOCK AND VIBRATION, vol. 2018, p. 1-14, ISSN: 1070-9622, doi: 10.1155/2018/2321589
22.BARALDI, DANIELE, CECCHI, ANTONELLA (2017). A full 3D rigid block model for the collapse behaviour of masonry walls. EUROPEAN JOURNAL OF MECHANICS. A, SOLIDS, vol. 64, p. 11-28, ISSN: 0997-7538, doi: 10.1016/j.euromechsol.2017.01.012
23.DE NARDI, CRISTINA, CECCHI, ANTONELLA, Ferrara, L., Benedetti, A., Cristofori, D. (2017). Effect of age and level of damage on the autogenous healing of lime mortars. COMPOSITES. PART B, ENGINEERING, vol. 124, p. 144-157, ISSN: 1359-8368, doi: 10.1016/j.compositesb.2017.05.041
24.DE CARVALHO, CLAUDIA, CECCHI, ANTONELLA (2017). Experiments on natural fibers : durability and mechanical properties. ADVANCES IN MATERIALS AND PROCESSING TECHNOLOGIES, vol. 3, p. 632-639, ISSN: 2374-068X, doi: 10.1080/2374068X.2017.1364880
25.PAVLOVIC, MILORAD, RECCIA, EMANUELE, CECCHI, ANTONELLA (2016). A Procedure to Investigate the Collapse Behavior of Masonry Domes : Some Meaningful Cases. INTERNATIONAL JOURNAL OF ARCHITECTURAL HERITAGE, vol. 10, p. 67-83, ISSN: 1558-3066, doi: 10.1080/15583058.2014.951797
26.BARALDI, DANIELE, CECCHI, ANTONELLA, FORABOSCHI, PAOLO (2016). Broken tempered Laminated Glass : non-linear discrete element modeling. COMPOSITE STRUCTURES, p. 278-295, ISSN: 0263-8223, doi: 10.1016/j.compstruct.2015.12.050
27.BARALDI, DANIELE, BULLO, SANDRA, CECCHI, ANTONELLA (2016). Continuous and discrete strategies for the modal analysis of regular masonry. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, vol. 84, p. 82-98, ISSN: 0020-7683, doi: doi:10.1016/j.ijsolstr.2016.01.015
28.BARALDI, DANIELE, CECCHI, ANTONELLA (2016). Discrete approaches for the nonlinear analysis of in plane loaded masonry walls : Molecular dynamic and static algorithm solutions. EUROPEAN JOURNAL OF MECHANICS. A, SOLIDS, vol. 57, p. 165-177, ISSN: 0997-7538, doi: 10.1016/j.euromechsol.2015.12.008
29.BERTO, LUISA, BULLO, SANDRA, Cecchi, Antonella, SAETTA, ANNA (2015). SENSITIVITY OF MECHANICAL MASONRY CHARACTERISTICS TO MODELING PROCEDURES. INTERNATIONAL JOURNAL FOR MULTISCALE COMPUTATIONAL ENGINEERING, vol. 13, p. 347-366, ISSN: 1543-1649, doi: 10.1615/IntJMultCompEng.2015013460
30.BARALDI, DANIELE, CECCHI, ANTONELLA, Antonio Tralli (2014). Continuous and discrete models for masonry like material: A critical comparative study. EUROPEAN JOURNAL OF MECHANICS. A, SOLIDS, vol. 50, p. 39-58, ISSN: 0997-7538, doi: 10.1016/j.euromechsol.2014.10.007
31.BARALDI, DANIELE, CECCHI, ANTONELLA (2014). DISCRETE ELEMENT MODEL FOR IN-PLANE LOADED VISCOELASTIC MASONRY. INTERNATIONAL JOURNAL FOR MULTISCALE COMPUTATIONAL ENGINEERING, vol. 12, p. 155-175, ISSN: 1543-1649, doi: 10.1615/IntJMultCompEng.2014008118
32.RECCIA, EMANUELE, Milani G., CECCHI, ANTONELLA, Tralli A. (2014). Full 3D homogenization approach to investigate the behavior of masonry arch bridges: The Venice trans-lagoon railway bridge. CONSTRUCTION AND BUILDING MATERIALS, vol. 66, p. 567-586, ISSN: 0950-0618, doi: doi:10.1016/j.conbuildmat.2014.05.096
33.BARALDI, DANIELE, RECCIA, EMANUELE, Antonio Cazzani, CECCHI, ANTONELLA (2013). Comparative analysis of numerical discrete and finite element models: the case of in-plane loaded periodic brickwork. COMPOSITES: MECHANICS, COMPUTATIONS, APPLICATIONS, vol. 4, p. 319-344, ISSN: 2152-2057, doi: 10.1615/CompMechComputApplIntJ.v4.i4.40
34.G. Milani, CECCHI, ANTONELLA (2013). Compatible model for herringbone bond masonry: Linear elastic homogenization, failure surfaces and structural implementation. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, vol. 50, p. 3274-3296, ISSN: 0020-7683, doi: 10.1016/j.ijsolstr.2013.05.032
35.CECCHI, ANTONELLA, VANIN A. (2013). From micro to macromodels for in plane loaded masonry walls: proposition of a multiscale approach. INTERNATIONAL JOURNAL FOR MULTISCALE COMPUTATIONAL ENGINEERING, vol. 11, p. 139-159, ISSN: 1543-1649, doi: 10.1615/IntJMultCompEng.2012003645
36.CASALEGNO, CARLO, CECCHI, ANTONELLA, RECCIA, EMANUELE, RUSSO, SALVATORE (2013). HETEROGENEOUS AND CONTINUOUS MODELS: COMPARATIVE ANALYSIS OF MASONRY WALL SUBJECTED TO DIFFERENTIAL SETTLEMENTS. COMPOSITES: MECHANICS, COMPUTATIONS, APPLICATIONS, vol. Volume 4, p. 187-207, ISSN: 2152-2057, doi: 10.1615/CompMechComputApplIntJ.v4.i3.10
37.CECCHI, ANTONELLA (2012). A MODEL FOR COMPOSITE BRICKWORK-LIKE MATERIALS BASED ON DISCRETE ELEMENT PROCEDURE: SENSITIVITY TO DIFFERENT STAGGERED TIERS. COMPOSITES: MECHANICS, COMPUTATIONS, APPLICATIONS, vol. 3, p. 19-34, ISSN: 2152-2057
38.CECCHI, ANTONELLA, A. M. Tralli (2012). A homogenized viscoelastic model for masonry structures. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, vol. 49, p. 1485-1496, ISSN: 0020-7683, doi: 10.1016/j.ijsolstr.2012.02.034
39.RECCIA, EMANUELE, A. Cazzani, CECCHI, ANTONELLA (2012). FEM-DEM Modeling for Out-of-plane Loaded Masonry Panels: A Limit Analysis Approach. THE OPEN CIVIL ENGINEERING JOURNAL, vol. 6, p. 231-238, ISSN: 1874-1495, doi: 10.2174/1874149501206010231
40.CECCHI, ANTONELLA (2010). Procedures to build plate micromechanical models for composites like periodic brickwork: a critical review. COMPOSITES: MECHANICS, COMPUTATIONS, APPLICATIONS, vol. 1(4), p. 287-313, ISSN: 2152-2057
41.CECCHI, ANTONELLA, SAB K. (2009). A homogenized Love-Kirchhoff model for out-of-plane loaded random 2D lattices: Application to "quasi-periodic" brickwork panels. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, vol. 46, p. 2907-2919, ISSN: 0020-7683
42.CECCHI, ANTONELLA, SAB K. (2009). Discrete and continuous models for in plane loaded random elastic brickwork. EUROPEAN JOURNAL OF MECHANICS. A, SOLIDS, vol. 28, p. 610-625, ISSN: 0997-7538
43.CECCHI, ANTONELLA, MILANI G. (2008). A kinematic FE limit analysis model for thick English bond masonry walls. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, vol. 45, p. 1302-1311, ISSN: 0020-7683
44.CECCHI, ANTONELLA, BARBIERI A. (2008). Homogenisation procedure to evaluate the effectiveness of masonry strengthening by CFRP repointing techinque. WSEAS TRANSACTIONS ON APPLIED AND THEORETICAL MECHANICS, vol. issue 1, vol 3, p. 12-27, ISSN: 1991-8747
45.CECCHI, ANTONELLA, MILANI G, TRALLI A. (2007). A Reissner–Mindlin limit analysis model for out-of-plane loaded running bond masonry walls. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, vol. 44, p. 1438-1460, ISSN: 0020-7683
46.CECCHI, ANTONELLA, SAB K. (2007). A homogenized Reissner-Mindlin model for orthotropic periodic plates. Application to brickwork panels. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, vol. 44, p. 6055-6079, ISSN: 0020-7683
47.A. BARBIERI, CECCHI, ANTONELLA (2007). Analysis of Masonry Columns by a 3D F.E.M. Homogenisation Procedure. WSEAS TRANSACTIONS ON APPLIED AND THEORETICAL MECHANICS, vol. 2, p. 42-51, ISSN: 1991-8747
48.SAB K, CECCHI, ANTONELLA, DALLOT J. (2007). Determination of overall Yield strain domain of out of plane loaded brick masonry. INTERNATIONAL JOURNAL FOR MULTISCALE COMPUTATIONAL ENGINEERING, vol. 5/2, p. 83-92, ISSN: 1543-1649
49.A. CECCHI, SAB K (2007). Out of plane models for composite brickwork-like materials. MATERIALS SCIENCE FORUM, vol. 539-543, p. 2601-2606, ISSN: 0255-5476
50.CECCHI, ANTONELLA (2006). CFRP Reinforced Masonry Walls: analytical and numerical homogenised models. WSEAS TRANSACTIONS ON APPLIED AND THEORETICAL MECHANICS, vol. 1/1, p. 7-15, ISSN: 1991-8747
51.CECCHI, ANTONELLA, SAB K. (2006). Corrigendum to 'A comparison between a 3D discrete model and two homogenized plate models for periodic elastic brickwork'. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, vol. 43/2, p. 390-392, ISSN: 0020-7683
52.CECCHI, ANTONELLA, MILANI G, TRALLI A. (2005). Out of Plane Loaded CFRP Reinforced Masonry Walls: Mechanical Characteristics by Homogenisation Procedures. COMPOSITES SCIENCE AND TECHNOLOGY, vol. 65, p. 1480-1500, ISSN: 0266-3538
53.CECCHI, ANTONELLA, MILANI G, TRALLI A. (2005). Validation of analytical multiparameter homogenisation models for out-of-Plane Loaded Masonry Walls by means of finite element method. JOURNAL OF ENGINEERING MECHANICS, vol. 131/2, p. 185-198, ISSN: 0733-9399
54.CECCHI, ANTONELLA, SAB K. (2004). A comparison between a 3D discrete model and two homogenised plate models for periodic elastic brickwork. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, vol. 41/9-10, p. 2259-2276, ISSN: 0020-7683
55.CECCHI, ANTONELLA, DI MARCO, ROBERTO (2004). Glass Fiber Reinforced Polymer pultruded members: constitutive model and stability analysis. JOURNAL OF ENGINEERING MECHANICS, vol. 130-8, p. 961-970, ISSN: 0733-9399
56.CECCHI, ANTONELLA, MILANI G, TRALLI A. (2004). In-Plane Loaded CFRP Reinforced Masonry Walls: Mechanical Characteristics by Homogenisation Procedures. COMPOSITES SCIENCE AND TECHNOLOGY, vol. 64, p. 2097-2112, ISSN: 0266-3538
57.CECCHI, ANTONELLA, SAB K. (2002). A multi-parameter homogenization study for modeling elastic masonry. EUROPEAN JOURNAL OF MECHANICS. A, SOLIDS, vol. 21, p. 249-268, ISSN: 0997-7538
58.CECCHI, ANTONELLA, DI MARCO, ROBERTO (2002). Homogenized strategy toward constitutive identification of masonry. JOURNAL OF ENGINEERING MECHANICS, vol. 128/6, p. 688-697, ISSN: 0733-9399
59.CECCHI, ANTONELLA, SAB K. (2002). Out of plane model for heterogeneous periodic materials: the case of masonry. EUROPEAN JOURNAL OF MECHANICS. A, SOLIDS, vol. 21, p. 715-745, ISSN: 0997-7538
60.CECCHI, ANTONELLA, RIZZI N. L. (2001). Heterogeneous elastic solids: a mixed homogenization--rigidification technique. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, vol. 38/1, p. 29-36, ISSN: 0020-7683
61.CECCHI, ANTONELLA, DI MARCO, ROBERTO (2001). Homogenization of FRP pultruded elements: a computational procedure for designing composite materials. MATERIALS AND STRUCTURES, vol. 34, p. 378-384, ISSN: 1359-5997
62.CECCHI, ANTONELLA, DI MARCO, ROBERTO (2000). Homogenization of masonry walls with a computationally oriented procedure. Rigid or elastic block?. EUROPEAN JOURNAL OF MECHANICS. A, SOLIDS, vol. 19, p. 535-546, ISSN: 0997-7538
63.CECCHI, ANTONELLA, SIVIERO, ENZO (1994). Comportamento non lineare delle membrature in cemento armato. QUARRY AND CONSTRUCTION, vol. 12, p. 103-108, ISSN: 2036-9034
64.CECCHI, ANTONELLA, SIVIERO, ENZO (1994). Form and structure in bridge design. STRUCTURAL ENGINEERING INTERNATIONAL, vol. 1, ISSN: 1016-8664
65.CECCHI, ANTONELLA, SIVIERO, ENZO (1994). Riflessioni sull’attuale conoscenza delle caratteristiche meccaniche degli acciai da cemento armato. QUARRY AND CONSTRUCTION, vol. 2, p. 90-96, ISSN: 2036-9034
66.CECCHI, ANTONELLA, SIVIERO, ENZO (1993). Riflessioni sull’attuale conoscenza delle caratteristiche meccaniche del calcestruzzo. QUARRY AND CONSTRUCTION, vol. 2, p. 19-25, ISSN: 2036-9034
Le informazioni riportate sono state caricate sul sito dell'Università Ca' Foscari Venezia direttamente dall'utente a cui si riferisce la pagina. La correttezza e veridicità delle informazioni pubblicate sono di esclusiva responsabilità del singolo utente.