Rosario MONTUORI | Curriculum
Rosario MONTUORI Curriculum
Rosario Montuori is full Professor of Structural Engineering at the University of Salerno, Italy. He received a M.S/B.S. in Civil Engineering from the University of Salerno in 1997 and the PhD in Structural Engineering from the same University in 2001. He is author of more than 150 journal articles, conference papers and scientific reports. His principal research activity is devoted to the control of the collapse mechanism for steel structures by means of a rigorous application of “capacity design”. In particular, the research activity concerns the following structural typologies: Concrete Moment Resisting Frames, Steel Moment Resisting Frames with semi-rigid joints, Steel Irregular Moment Resisting Frames, Concentrically “X” and “V” Braced Frames, Concentrically “X” Braced Frames with Reduced Section (based on the reduction of the cross section area at the ends of the bracing members aiming to calibrate the axial resistance to a value equal to the internal action occurring under seismic load combination), Eccentrically Braced Frames, Moment Resisting Frame-Concentrically Braced Frame dual systems and Truss Moment Frames with special devices located at the bottom chord level at the ends of the truss girders. For several of the considered structural typologies, also the seismic structural reliability defined as the mean annual frequency (MAF) of exceeding a threshold level of damage, i.e. a limit state has been investigated and compared with reference both to the proposed design methodologies and to EC8 provisions. He developed theoretical fiber models able to predict the Moment-curvature behaviour of RC columns confined by means of angles and battens and of Concrete Filled Steel Tubular Columns (CFT) with Square Hollow Section (SHS). The proposed models have been validated by means of experimental tests. He developed a design procedure for some Tensegrity Structures able to account both for local and global stability in order to find the optimal design of minimum mass. He has participated as research staff member in various research projects funded by the Italian Ministry of Education and the Italian Network of Seismic Engineering Laboratories (ReLUIS). He serves as a reviewer for several international journals. He is Associate Editor of the International Journal "Ingegneria Sismica - International Journal of Seismic Engineering” (www.ingegneriasismica.org) since January 2015. In addition, he is an Editorial Board Membership of the following journals: “American Journal of Mechanical Engineering”, (http://www.sciepub.com/journal/AJME/editors), “American Journal of Civil Engineering and Architecture”, (http://www.sciepub.com/journal/AJCEA/editors), “Advances in Civil Engineering” – Hindawi (https://www.hindawi.com/journals/ace/editors/).
He is in the Scientific Committee of the journal “Costruzioni Metalliche” (the Italian Journal of Steel Structure).
He has been teaching since 2001 in several courses of Structural and Seismic Engineering at the University of Salerno.
INVITED LECTURES
Plenary Lecture titled “Problem of Minimum Mass for a Particular Tensegrity Structure” at the “4th International Conference on OPTIMIZATION TECHNIQUES in ENGINEERING (OTENG '16)” organized by WSEAS (World Scientific and Engineering Academy and Society). October 22, 2016, Rome.
Keynote Lecture titled “Design of Steel Moment Resisting Frames With Special Mechanical Devices: the Free from Damage Structure” at the “3rd annual International Conference on Mechanics and Mechanical Engineering (MME 2016)” December 17, 2016 in Sichuan, Chengdu, China.at the
Expert Talk titled “The Use of Reduced Beam Section for the Design of Steel Structures in Seismic Zone” at the "Sixth International Conference on Advances in Civil, Structural and Environmental Engineering (ACSEE 2017)". 09 – 10 December, 2017. Hotel Novotel Roma Eur, Viale dell'Oceano Pacifico, 153, 00144 ROME, ITALY. Organized by Institute of Research Engineers and Doctors (IRED) Headquarters, 42 Broadway, Suite 12-217, New York, NY 10004, USA.
Keynote Lecture titled New Design Methodology for Steel Moment Resisting Frames Equipped with Dissipative Devices at the 2018 International Conference on Construction, Aerotropolis and Environmental Engineering(ICCAE 2018) - November 23-25,2018 - Vanung University, Taoyuan City, Taiwan, Organized by: Vanung University, Society of Construction Engineers and Guangdong Academy of International Academic Exchange, School of Civil Engineering and Architecture of Wuhan University of Technology.
Keynote Lecture titled Progress on Seismic Isolation and Energy Dissipation in collaboration with Gianmario Benzoni and Giuseppe Lomiento at the "16th World Conference on Seismic Isolation, Energy Dissipation and Regulation of Dynamic Characteristics of Structures" 2019 July, 01-06, Saint-Petersburg.
Keynote Lecture dal titolo Advances in the Design of Steel Structure for Seismic Protection at the 5th International Conference on New Advances in Civil Engineering (ICNACE’19) Kyrenia, North Cyprus 8 – 10 November 2019.
Research Projects
Reliability of Moment Resistant Connections of Steel Building Frames in Seismic Areas (RECOS) (as sub-contractor) | 1997-1999 | Inco-Copernicus 4th Framework Program | ||
Experimental Analysis and Component Based Modelling of Beam-to-Column Connections subjected to Low-Cycle Fatigue | 1998-1999 | UNISA FARB | ||
Innovative Strategies for the Seismic Protection of Beam-to-Column Connections | 2000-2001 | UNISA FARB | ||
Analysis of the Plastic Rotation Supply of Bolted Beam-to-Column Connections | 2002-2003 | UNISA FARB | ||
Steel-Concrete Composite Buildings: Modelling, Analysis and Performance-Based Design | 2004-2005 | PRIN 2003 | ||
Innovative Methodologies for the Design of Concentrically Braced Frames | 2004-2005 | UNISA FARB | ||
Seismic Reliability of Braced Steel Structures | 2006-2007 | UNISA FARB | ||
Research Line N.5: "Development of Innovative Approaches for the Design of Steel and Steel-Concrete Composite Structures" - Research Unit N.6: "Seismic Response and Design Rules for Steel-Concrete Composite Bridges" | 2006-2008 | DPC - RELUIS | ||
Theoretical and Experimental Analysis of Buckling Restrained Braces | 2008 | UNISA FARB | ||
Plastic Design for Failure Mode Control of Steel Frames equipped with Friction Dampers | 2009-2010 | UNISA FARB | ||
Beam column dissipative connection: experimental analyses and theoretical model of innovative typologies | 2011-2012 | UNISA FARB | ||
Research Line N.1: "Seismic Design Issues Concerning New Buildings" - Task 2 "Steel and Steel-Concrete Composite Structures" - Task 2.1 "Design Criteria and Methodologies for Predicting the Ultimate Behaviour of Beam-to-Column Connections and Column-Base Connections" | 2010-2013 | DPC - RELUIS | ||
Design of concrete moment resisting frame with a global collapse mechanism | 2014-2015 | UNISA FARB | ||
Comparison between different design methodology for the design of Reinforced Concrete Frames | 2016 2017 | UNISA FARB | ||
Comparison between different design methodology for the design of Reinforced Concrete Frames | 2017 2018 | UNISA FARB | ||
| 2015 2018 | Research Fund for Coal and Steel European Research Commission |
EQUALJOINTS Plus (2017-2019) “Valorisation of knowledge for European pre-QUALified steel JOINTS”. Grant Agreement No. 754048 - RFCS - Research Fund for Coal and Steel. | 2017-2019 | Research Fund for Coal and Steel European Research Commission |
Floor joists influence on the behaviour of R.C. structures | 2018-2019 | UNISA-60% |
Publications
[1] - C. Faella, R. Montuori, V. Piluso, G. Rizzano
“Failure Mode Control: Economy of Semi-Rigid Frames”, XI European Conference on Earthquake Engineering, Paris, 6-13 September, 1998.
[2] - R. Montuori, V. Piluso
“L’Uso dei «Dog-Bones» nella Progettazione a Collasso Controllato dei Telai Sismo-Resistenti”, XVII Congresso C.T.A., Italian Conference on Steel Construction, Napoli, 3-5 Ottobre, 1999.
[3] - R. Montuori, V. Piluso
“Design of Semi-Rigid Steel Frames for Failure Mode Control”, capitolo 7.1 del libro: “Moment Resistant Connections of Steel Frames in Seismic Areas, Design and Reliability” (RECOS), Edited by F.M. Mazzolani, E & FN Spon, London, 2000.
[4] - R. Montuori, V. Piluso
“Plastic Design of Steel Frames with Dog-Bone Beam-to-Column Joints”, Third International Conference on Behaviour of Steel Structures in Seismic Areas, STESSA 2000, Montreal, Canada, 21-24 August, 2000.
[5] – F. M. Mazzolani, R. Montuori, V. Piluso
“Performance Based Design of Seismic-Resistant MR-Frames”, Third International Conference on Behaviour of Steel Structures in Seismic Areas, STESSA 2000, Montreal, Canada, 21-24 August, 2000.
[6] – R. Montuori,
“Il calcolo a rottura nella progettazione delle strutture sismo-resistenti in acciaio”. Tesi presentata per l’esame finale del dottorato di ricerca in “Ingegneria Strutturale”, XIII ciclo – Università degli studi di Salerno.
[7] – R. Montuori, V. Piluso
“Analisi della capacità portante di colonne in cemento armato rinforzate mediante angolari e calastrelli” XVIII Congresso C.T.A., Italian Conference on Steel Construction, Venezia, 26-28 Settembre, 2001.
[8] – L. Mastrandrea, R. Montuori, V. Piluso
“Esame comparativo delle metodologie di progettazione di controventi eccentrici sismo-resistenti ” XVIII Congresso C.T.A., Italian Conference on Steel Construction, Venezia, 26-28 Settembre, 2001.
[9] – L. Mastrandrea, R. Montuori, V. Piluso
“Progettazione a collasso controllato di controventi eccentrici sismo-resistenti”. XVIII Congresso C.T.A., Italian Conference on Steel Construction, Venezia, 26-28 Settembre, 2001.
[10] – L. Mastrandrea, R. Montuori, V. Piluso
“Il calcolo a rottura in presenza di interazione taglio-momento: i controventi eccentrici” XVIII Congresso C.T.A., Italian Conference on Steel Construction, Venezia, 26-28 Settembre, 2001
[11] – R. Montuori, V. Piluso
“Seismic Response Of X-Braced Frames: Comparison Between Different Design Criteria And Modelling Options”. 3Rd European Conference on Steel Constructions, Coimbra, Portugal 19-20 Settembre, 2002.
[12] – L. Mastrandrea, R. Montuori, V. Piluso
“Progettazione a collasso controllato di controventi eccentrici sismo-resistenti” Costruzioni metalliche: rivista bimestrale dei tecnici dell’acciaio, N°5 Ottobre 2002.
[13] – R. Montuori, V. Piluso, G. Rizzano
“Analisi teorico - sperimentale della capacità portante di colonne in c.a. pressoinflesse rinforzate con angolari e calastrelli”. V workshop italiano sulle strutture composte – Salerno, 28-29 Novembre 2002.
[14] – L. Mastrandrea, R. Montuori, V. Piluso
“Failure mode control of seismic resistant EB-frames”. Stessa 2003, 4th International Conference on Behavior of Steel Structures in Seismic Areas, Naples, 9-12 October 2003. Rotterdam: Balkema.
[15] – L. Mastrandrea, R. Montuori, V. Piluso
“Shear-moment interaction in plastic design: eccentrically braced frames” Stessa 2003, 4th International Conference on Behavior of Steel Structures in Seismic Areas, Naples, 9-12 October 2003. Rotterdam: Balkema.
[16] – A. Longo, R. Montuori, V. Piluso
“Proposta di una metodologia innovativa di progettazione per controventi concentrici ad "X" XIX Congresso C.T.A., Italian Conference on Steel Construction, Genova, 28-30 Settembre, 2003.
[17] – Collaborazione alla traduzione in lingua italiana del documento “ACI 440.2R-02, Guida per il Progetto e la Costruzione di Strutture in Cemento Armato Rinforzate Esternamente con Sistemi in FRP” documento a cura del comitato ACI 440 - edito da ACI INTERNATIONAL - Marzo 2004 - I S B N 88-87030-76-6.
[18] – R. Montuori, V. Piluso, G. Rizzano
“Analisi sperimentale dell’efficacia di intervento di rinforzo di pilastri in c.a. con angolari e calastrelli” Giornate AICAP2004 Verona 26-29 Maggio 2004
[19] – R. Montuori, V. Piluso, G. Rizzano
“Ultimate Resistance of Reinforced Concrete Columns Strengthened with Angles and Battens: Theoretical Model and Experimental Validation” 13th World Conference on Earthquake Engineering Vancouver, B.C., Canada, August 1-6, 2004
[20] –A. Longo, R. Montuori, V. Piluso
“Plastic design of seismic resistant X-braced frames” 4th European Conference on Steel and Composite Structures, Research – Eurocodes – Practice 8-10 June 2005, Maastricht, The Netherlands.
[21] –A. Longo, R. Montuori, V. Piluso
“Innovative conception of bracing members: reduced brace section solution” 4th European Conference on Steel and Composite Structures, Research – Eurocodes – Practice 8-10 June 2005, Maastricht, The Netherlands.
[22] –A. Longo, R. Montuori, V. Piluso
“Plastic design of seismic resistant V-braced frames” 4th European Conference on Steel and Composite Structures, Research – Eurocodes – Practice 8-10 June 2005, Maastricht, The Netherlands.
[23] – A. Longo, R. Montuori, V. Piluso
“Affidabilità sismica dei controventi concentrici a V: influenza dei criteri di progetto” XX Congresso C.T.A., Italian Conference on Steel Construction, Ischia, 25-28 Settembre, 2005.
[24] – V. Piluso, R. Montuori, L. Mastrandrea, C. Faella: "Innovative Connections and Design Procedures for Failure Mode Control of Seismic Resistant Steel Structures", pp. 109-154 in "Innovative Steel Structures for Seismic Protection of Buildings", edited by F.M. Mazzolani, ISBN 88-7699-049-6, Polimetrica Publishers, Monza (Italy), 2006
[25] – A. Longo, R. Montuori, V. Piluso
“Influence of design criteria on the seismic reliability of X-braced frames” 5th International Conference on Behavior of Steel Structures in Seismic Areas STESSA2006, Tokyo Institute of Technology, August 14 to 17, 2006.
[26] – A. Longo, R. Montuori, V. Piluso
“Seismic reliability of V-braced frames influence of different design approaches” 5th International Conference on Behavior of Steel Structures in Seismic Areas STESSA2006, Tokyo Institute of Technology, August 14 to 17, 2006.
[27] – A. Longo, R. Montuori, V. Piluso
“Affidabilità Sismica di Controventi Concentrici con Sezioni a Resistenza Ridotta” Workshop su “Materiali ed Approcci Innovativi per il Progetto in Zona Sismica e la Mitigazione della Vulnerabilità delle Strutture” - Università degli Studi di Salerno – Consorzio ReLUIS, 12-13 Febbraio 2007.
[28] – M.T. Giugliano, A. Longo, R. Montuori, V. Piluso
Controventi innovativi del tipo “RSS”: regole di progetto ed affidabilita’ sismica” Ingegneria Sismica n°3 – 2007- pp 7-24
[29] – M.T. Giugliano, A. Longo, R. Montuori, V. Piluso
Affidabilità sismica di controventi con RSS (Reduced Section Solution) ANIDIS 2007 - XII convegno Nazionale – Pisa 10-14 Giugno 2007.
[30] – A. Longo, R. Montuori, V. Piluso
“Seismic Reliability of V-braced frames with RSS bracings” ICSAS'07 - 6th International Conference on Steel and Aluminium Structures - 24-27 July 2007, Oxford, England.
[31] – M.T. Giugliano, A. Longo, R. Montuori, V. Piluso
“Influenza della ipotesi di omoschedasticità della dispersione della risposta strutturale nella valutazione dell’affidabilità sismica di controventi concentrici” XXI Congresso C.T.A., Italian Conference on Steel Construction, Catania 1-3 ottobre 2007.
[32] –G. Rizzano, R. Montuori, V.Piluso
“Le strutture in acciaio del complesso parrocchiale Santa Maria di Costantinopoli in Angri (Sa)” XXI Congresso C.T.A., Italian Conference on Steel Construction, Catania 1-3 ottobre 2007.
[33] – A. Longo, R. Montuori, V. Piluso
“Influence of design Criteria on the seismic Reliability of X-Braced Frames” , Journal of Earthquake Engineering, Volume 12, Issue 3 2008 – p. 406-431 - URL:http://dx.doi.org/10.1080/13632460701457231
[34] – A. Longo, R. Montuori, V. Piluso
“'Failure Mode Control of X-Braced Frames Under Seismic Actions” , Journal of Earthquake Engineering, Volume 12, Issue 5 2008 – p. 728-759
URL: http://dx.doi.org/10.1080/13632460701572955
[35] – L. Mastrandrea, R. Montuori, V. Piluso
“Numerical Model of the Ultimate Behaviour of SHS-CFT Columns” 5th European Conference on Steel and Composite Structures, August 2008 – Graz, Austria
[36] – A. Longo, R. Montuori, V. Piluso
“Design Of Chevron Braced Frames: Different Approaches Around The World” 5th European Conference on Steel and Composite Structures, August 2008 – Graz, Austria
[37] – M.T. Giugliano, A. Longo, R. Montuori, V. Piluso
“Seismic reliability of concentrically braced frame: Influence of homoschedasticy hypotesis on structural response parameters” 6th International Probabilistic Workshop – 26-27 November 2008, Darmstatd, Germany.
[38] – A. Longo, R. Montuori, V. Piluso
“Plastic design of seismic resistant V-braced frames" Journal of Earthquake Engineering, Volume 12 2008 – p.1246 – 1266
URL: http://dx.doi.org/10.1080/13632460802211867
[39] – R. Montuori, V. Piluso
“Reinforced Concrete Columns Strengthened with Angles and Battens subjected to Eccentric Load” Engineering Structures 31 (2009) 539_550. doi:10.1016/j.engstruct.2008.10.005
[40] – L. Mastrandrea, R. Montuori, V. Piluso
“Experimental analysis of the cyclic flexural response of cft members”. VII workshop italiano sulle strutture composte acciaio-calcestruzzo e legno calcestruzzo. Benevento 23-24 ottobre 2008.
[41] – R. Montuori, V. Piluso
“Ultimate Behaviour of Reinforced Concrete Columns Strengthened with Angles and Battens: Prediction of Moment-Rotation curves”. PROHITECH – First International Conference on Protection of Historical Buildings. Rome 21-24 June 2009.
[42] – A. Longo, R. Montuori & V. Piluso
“Plastic Design of Dissipative Truss Moment Frames”. 6th International Conference on Behavior of Steel Structures in Seismic Areas STESSA2009 - Philadelphia, Pennsylvania - USA August 16-20, 2009.
[43] – F. Iannone, L. Mastrandrea, R. Montuori & V. Piluso
“Experimental analysis of the cyclic response of CFT-SHS members”. 6th International Conference on Behavior of Steel Structures in Seismic Areas STESSA2009 - Philadelphia, Pennsylvania USA - August 16-20, 2009.
[44] – A. Longo, R. Montuori & V. Piluso
“Progettazione a collasso controllato di telai con travi reticolari dotate di dispositivi per la dissipazione supplementare dell’energia sismica” XXII Congresso C.T.A., Italian Conference on Steel Construction - Padova 28-30 Settembre 2009.
[45] – M.T. Giugliano, A. Longo, L. Mastrandrea, R. Montuori & V. Piluso
“Progettazione a collasso controllato di sistemi accoppiati telaio – controvento concentrico” - XXII Congresso C.T.A., Italian Conference on Steel Construction - Padova 28-30 Settembre 2009.
[46] – A. Longo, R. Montuori, V. Piluso
Seismic reliability of V-braced frames: Influence of design methodologies. Earthquake Engineering and Structural Dynamics, vol. 38 - 2009; p. 1587-1608, ISSN: 1096-9845,
doi: 10.1002/eqe.919
[47] – A. Longo, R. Montuori, V. Piluso
“Seismic Reliability of Chevron Braced Frames with Innovative Conception of Bracing Members”, Advanced Steel Construction, an International Journal - Vol. 5, No. 4, December 2009.
[48] – M.T. Giugliano, A. Longo, L. Mastrandrea, R. Montuori & V. Piluso
“Plastic design of MRF-CBF Systems” - ICASS '09 - Sixth International Conference on Advances in Steel Structures - Hong Kong, 16 - 18 December 2009.
[49] – A. Longo, R. Montuori & V. Piluso
“Failure Mode Control Of Dissipative Truss Moment Frames” ICASS '09 - Sixth International Conference on Advances in Steel Structures - Hong Kong, 16 - 18 December 2009.
[50] – M.T. Giugliano, A. Longo, R. Montuori & V. Piluso
“Failure mode and drift control of MRF-CBF dual systems” The Open Construction and Building Technology Journal, 2010, 4, 121-133 doi: 10.2174/18748368010040100121
[51] – M.T. Giugliano, A. Longo, R. Montuori & V. Piluso
“Plastic Design of Cb-Frames with Reduced Section Solution for Bracing Members” Journal of Constructional Steel Research, Elsevier. Vol.66 (2010) Issue 5, pp. 611_621 doi: 10.1016/j.jcsr.2010.01.001
[52] – M.T. Giugliano, A. Longo, R. Montuori & V. Piluso
”Influence of homoschedasticity Hypothesis of Structural Response Parameters on Seismic Reliability of CB-Frames” Vol. 5, No. 2, June 2011, 120 -131. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards. DOI:10.1080/17499511003630538
URL: http://dx.doi.org/10.1080/17499511003630538
[53] – M.T. Giugliano, A. Longo, R. Montuori & V. Piluso
“Seismic Reliability of Traditional and Innovative Concentrically Braced Frames” Earthquake Engineering and Structural Dynamics - 2011; 40:1455 – 1474. DOI: 10.1002/eqe.1098
[54] – A. Longo, R. Montuori & V. Piluso
“Nonlinear Dynamic Analyses of a Design Procedure for DTMFs” 7th International Conference on Steel & Aluminium Structures. 13 – 15 July 2011 - Kuching, Sarawak, Malaysia
[55] – M.T. Giugliano, A. Longo, R. Montuori & V. Piluso
“Comparison Between Different Strategies for Drift Limitation of Mrf-Cbf Dual Systems Designed for Failure Mode Control”. 7th International Conference on Steel & Aluminium Structures. 13 – 15 July 2011 - Kuching, Sarawak, Malaysia
[56] – F. Iannone, L Mastrandrea, R. Montuori, V. Piluso, G. Rizzano
“Prediction of the Ultimate Behaviour of SHS-CFT Member: Experimental Validation of a Numerical Model” 6th European Conference on Steel and Composite Structures, September 2011 – Budapest, Hungary. ISBN:978-92-9147-103-4
[57] – M.T. Giugliano, R. Montuori & V. Piluso
“SEISMIC DESIGN OF IRREGULAR MOMENT RESISTING FRAMES: Design Procedure for Failure Mode Control” 6th European Conference on Steel and Composite Structures, September 2011 – Budapest, Hungary. ISBN:978-92-9147-103-4
[58] – M.T. Giugliano, A. Longo, R. Montuori & V. Piluso
“Sistemi accoppiati telaio-controventi concentrici: il calcolo a rottura per il controllo del meccanismo di collasso” XXIII Congresso C.T.A. Le Giornate Italiane della Costruzione in Acciaio 9-12 ottobre 2011 Lacco Ameno, Ischia (NA).
[59] – L. Mastrandrea, R. Montuori, V. Piluso, G. Rizzano
“Ultimate Behaviour of CFT Members under non Uniform Bending: Experimental Analysis and Numerical Modelling” XXIII Congresso C.T.A. Le Giornate Italiane della Costruzione in Acciaio 9-12 ottobre 2011 Lacco Ameno, Ischia (NA).
[60] – F.Iannone, L. Mastrandrea, R. Montuori, V. Piluso, G. Rizzano
“Ultimate Behaviour Steel-Concrete Composite Bridge Piers in “The development of innovative approaches for the design of steel and composite steel-concrete structural system” the Line 5 of the ReLUIS-DPC 2005-2008 Project by F.M. Mazzolani and R. Zandonini. ISBN:9788889972250 - Doppiavoce, Napoli, 2011.
[61] – M.T. Giugliano, R. Montuori, V. Piluso
“Validation of a Design Procedure for Failure Mode Control of Irregular Moment Resisting Frames by means of IDA Analyses” International Conference on Behavior of Steel Structures in Seismic Areas STESSA2012 - Santiago, Chile - January 9-12, 2012.
[62] – A. Longo, M.T. Giugliano, R. Montuori, V. Piluso
“Validation of a Design Procedure for Failure Mode Control of MRF-CBF dual Systems by means of IDA Analyses” International Conference on Behavior of Steel Structures in Seismic Areas STESSA2012 - Santiago, Chile - January 9-12, 2012.
[63] – A. Longo, R. Montuori, V. Piluso
“Theory of plastic mechanism control of dissipative truss moment frames” Engineering Structures 37 (2012) 63–75. doi: 10.1016/j.engstruct.2011.12.046.
[64] – R. Montuori, V. Piluso, M. Troisi
“Influence of Connection Typology on The Seismic Behaviour of Mr-Frames” 7th International Workshop on Connections in Steel Structures Timișoara 30 May - 02 June 2012.
[65] – A. Longo, R. Montuori, V. Piluso
“Failure Mode Control and Seismic Response of Dissipative Truss Moment Frames”. Journal of Structural Engineering, Vol. 138, No. 11, November 1, 2012. ASCE, ISSN 0733-9445/2012/11- Pag. 1388-1397. doi:10.1061/(ASCE)ST.1943-541X.0000569.
[66] – R. Montuori, V. Piluso, A. Tisi .
“Comparative analysis and critical issues of the main constitutive laws for concrete elements confined with FRP”. Composites: Part B, Engineering, Vol. 438, Issue 8, 2012. ISSN: 1359-8368, doi: 10.1016/j.compositesb.2012.04.001.
[67] – A. Longo, R. Montuori, V. Piluso
“Failure Mode Control and Displacement Based Design of Dissipative Truss Moment Frames: Seismic Performance Evaluation”. 15th World Conference on Earthquake Engineering, Lisbon, September 2012.
[68] – R. Montuori, M. Troisi, V. Piluso
“Theory of plastic mechanism control of seismic-resistant MR-frames with set-backs”. Open Construction and Building Technology Journal. 2012, vol. 6, pp. 404-413 doi: 10.2174/1874836801206010404
[69] – R. Montuori, V. Piluso, A. Tisi
“Ultimate behaviour of FRP wrapped sections under axial force and bending: Influence of stress-strain confinement model”. Composites: Part B, Engineering, Vol. 548 (2013) pp.85–96. ISSN: 1359-8368,
doi: http://dx.doi.org/10.1016/j.compositesb.2013.04.059
[70] – A. Longo, R. Montuori, E. Nastri, V. Piluso
“The strategy of plastic mechanism control for a rational use of high strength steel in MR-frames”. International Workshop HSS-SERF - High Strength Steel in Seismic Resistant Structures 28-29 June 2013, Naples, Italy.
[71] – R. Montuori, E. Nastri, V. Piluso
“Failure Mode Control of steel MR-Frames with pin-jointed column bases”. XV Convegno ANIDIS. 30 giugno 2013 – 4 luglio 2013 Padova.
[72] – R. Montuori, M. Troisi, V. Piluso
“Seismic Response of MR- Frames with Semi-Rigid Connections”. XV Convegno ANIDIS. 30 giugno – 4 luglio 2013 Padova.
[73] – R. Montuori, E. Nastri, V. Piluso
“Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa” XXIV Congresso C.T.A. pp. 554 – 562. Le Giornate Italiane della Costruzione in Acciaio. 30 settembre – 2 ottobre 2013 Torino. ISBN 978-88-905870-0-9.
[74] – R. Montuori, E. Nastri, V. Piluso
“Controllo del meccanismo di collasso per telai controventati muniti di dissipatori ad attrito” XXIV. . Congresso C.T.A. pp. 289-297. Le Giornate Italiane della Costruzione in Acciaio. 30 settembre – 2 ottobre 2013 Torino. ISBN 978-88-905870-0-9.
[75] – R. Montuori, A. Longo, V. Piluso
“Analisi e risposta sismica di sistemi accoppiati telaio– controvento concentrico: confronto tra differenti soluzioni di progetto” XXIV. Congresso C.T.A. pp. 546-553. Le Giornate Italiane della Costruzione in Acciaio. 30 settembre – 2 ottobre 2013 Torino. ISBN 978-88-905870-0-9.
[76] – R. Montuori, V. Piluso, M. Troisi
“Telai sismo-resistenti innovativi privi di danneggiamento” XXIV. Congresso C.T.A. pp.560-570. Le Giornate Italiane della Costruzione in Acciaio. 30 settembre – 2 ottobre 2013 Torino. ISBN 978-88-905870-0-9.
[77] – R. Montuori, E. Nastri, V. Piluso
“Esame comparativo tra due soluzioni per l’adeguamento del sistema strutturale sismo-resistente di un edificio in c.a.” - “Comparative analysis between two solutions for the seismic retrofitting of an existing r.c. building” Progettazione Sismica - IUSS Press Vol.4-n.3. marzo 2013 doi 10.7414/PS.4.3.29-47 http://dx.medra.org/10.7414/PS.4.3.29-47
[78] – R. Montuori, E. Nastri, V. Piluso
“Theory of plastic mechanism control for eccentrically braced frames with inverted y-scheme” Journal of Constructional Steel Research 92(2014) 122–135 doi: http://dx.doi.org/10.1016/j.jcsr.2013.10.009
[79] – R. Montuori, E. Nastri, V. Piluso
“Rigid-plastic analysis and moment–shear interaction for hierarchy criteria of inverted Y EB-Frames” Journal of Constructional Steel Research 95(2014) 71-80 doi: http://dx.doi.org/10.1016/j.jcsr.2013.11.013
[80] – R. Montuori, E. Nastri, V. Piluso
“Theory of plastic mechanism control for the seismic design of braced frames equipped with friction dampers” - Mechanics Research Communications – Vol. 58 (2014) pp. 112-123 doi: http://dx.doi.org/10.1016/j.mechrescom.2013.10.020
[81] – R. Montuori, V. Piluso, M. Troisi
“Innovative structural details in MR-frames for free from damage structures” Mechanics Research Communications – Vol. 58 (2014) pp. 146-156 doi: http://dx.doi.org/10.1016/j.mechrescom.2014.04.002
[82] Longo A., Montuori, R., Nastri, E., Piluso, V.
“On the use of HSS in seismic-resistant structures” Journal of Constructional Steel Research, Vol. 103 (2014), p. 1-12. Doi: http://dx.doi.org/10.1016/j.jcsr.2014.07.019
[83] – R. Montuori, A. Longo, V. Piluso
“Theory of plastic mechanism control for dual MRF-CBF systems with Chevron bracings”. 7th European Conference on Steel and Composite Structures, September, 2014, Naples, Italy
[84] – R. Montuori, E. Nastri, V. Piluso
“Theory of plastic mechanism control: Closed form solution” 7th European Conference on Steel and Composite Structures, September, 2014, Naples, Italy
[85] – Longo A., Montuori, R., Piluso, V.
“Theory of plastic mechanism control for MRF–CBF dual systems and its validation” Bulletin of Earthquake Engineering (2014) 12:2745–2775 DOI:10.1007/s10518-014-9612-2
[86] – Montuori, R.
“The Influence of Gravity Loads on the Seismic Design of RBS Connections” Open Construction and Building Technology Journal, 2014, Vol. 8, (Special Issues), December 2014 Vol 8: Pag. 248-261 DOI: 10.2174/187483680140801024.
[87] – Montuori, R., Piluso, V.
“Analysis and modelling of CFT members: Moment curvature analysis”. Thin-Walled Structures (2015) Volume 86, January 2015, Pages 157–166. DOI:10.1016/j.tws.2014.10.010
[88] – Montuori, R., Muscati, R.
“Plastic design of seismic resistant reinforced concrete frame” Earthquakes and Structures, Vol. 8, No. 1, January 2015 Pages 205-224 DOI: 10.12989/eas.2015.8.1.205
[89] – R. Montuori, E. Nastri & V. Piluso
“Seismic Design of MRF-EBF Dual Systems with Vertical Links: EC8 vs Plastic Design” Journal of Earthquake Engineering, 19:480–504, 2015 DOI: 10.1080/13632469.2014.978917
[90] – R. Montuori, E. Nastri & V. Piluso
“Advances in theory of plastic mechanism control: closed form solution for MR-Frames” Earthquake Engineering and Structural Dynamics - 2015; 44:1035–1054. DOI: 10.1002/eqe.2498
[91] – R. Montuori, E. Nastri & V. Piluso
“Progressi della teoria del controllo del meccanismo plastico: soluzione in forma chiusa per telai sismo-resistenti” N. 2 COSTRUZIONI METALLICHE MAR - APR 2015.
[92] – Montuori, R., Muscati, R.
“Seismic resistant concrete frame failing according to a global mechanism” IZIIS-50-International conference on earthquake engineering and seismology 12-16 May, 2015. Floating conference in Copenhagen, Oslo, Goteborg.
[93] – Montuori, R.
“Design of “Dog- Bone” Connections: the role of vertical loads” COMPDYN 2015- 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering 25 - 27 May 2015 Crete Island, Greece.
[94] – F. Fraternali, G. Carpentieri, R. Montuori, A. Amendola, G. Benzoni
“On the Use of Mechanical Metamaterials for Innovative Seismic Isolations Systems” COMPDYN 2015- 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering 25 - 27 May 2015 Crete Island, Greece.
[95] – R. Montuori, E. Nastri and V. Piluso.
“Seismic response of EB-frames with inverted Y-scheme: TPMC versus eurocode provisions” Earthquakes and Structures, Vol. 8, No. 5, May 2015 Pages 1191-1214 DOI: 10.12989/eas.2015.8.5.1191
[96] – A. Longo, R. Montuori and V. Piluso.
“Seismic design of chevron braces coupled with MRF fail safe systems” Earthquakes and Structures, Vol. 8, No. 5, May 2015 Pages 1215-1240 DOI: 10.12989/eas.2015.8.5.1215
[97] – Montuori R.
“Less is more: the reduction of beam section for the seismic behavior improvement of existing steel MRFs” Recent Researches in Mechanical and Transportation Systems: Proceedings of the 6th International Conference on Theoretical and Applied Mechanics (TAM '15), Salerno, 27-29 June 2015. Pages 38 - 47 ISBN: 978-1-61804-316-0
[98] – Montuori R., Nastri E., Piluso V.
“Seismic Response of EBFs: Split K-Scheme vs Inverted Y-Scheme” Eighth International Conference on Behaviour of Steel Structures In Seismic Areas, Shanghai, China, July 1-4, 2015.
[99] – A. Longo, R. Montuori, V. Piluso
“Influence of Gravity Load Resisting System on the Application of Theory of Plastic Mechanism Control for Moment Resisting Frames” Eighth International Conference on Behaviour of Steel Structures In Seismic Areas, Shanghai, China, July 1-4, 2015.
[100] – A. Longo, R. Montuori, V. Piluso, E. Valentino
“Progettazione sismica di strutture con controventi ad instabilità impedita” – “Seismic Design of Buckling Restrained Braced Frames” – XXV congresso C.T.A. – Salerno 1-3 ottobre 2015.
[101] – R. Montuori, V. Pecoraro, R. E. Skelton
“La struttura tensegrity t-bar soggetta ad instabilità globale” – “The T-Bar Tensegrity Structure Subjected to Global Instability” - XXV congresso C.T.A. – Salerno 1-3 ottobre 2015.
[102] - A. Amendola, F. Fraternali, G. Carpentieri, R. Montuori, G. Benzoni
“Sistemi di isolamento sismico basati su strutture tensegrity” – “Instructions for the Seismic Isolation Devices Based on Tensegrity Lattices” XXV congresso C.T.A. – Salerno 1-3 ottobre 2015.
[103] - R. Montuori, E. Nastri, V. Piluso
“Analisi preliminare dell’influenza della configurazione nelle performance sismiche dei sistemi accoppiati con controventi eccentrici progettati mediante la tpmc” - “Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of Mrf-Ebf Dual Systems Designed by Tpmc“ - XXV congresso C.T.A. – Salerno 1-3 ottobre 2015.
[104] - R. Montuori, E. Nastri, V. Piluso, M. Troisi
“Influenza del comportamento ciclico dei collegamenti trave-colonna sulla risposta sismica di telai in acciaio regolari” – “Influence Of The Cyclic Behaviour of Beam-to-Column Connection on the Seismic Response of Regular Steel Frames” - XXV congresso C.T.A. – Salerno 1-3 ottobre 2015.
[105] - A. Longo, R. Montuori, V. Piluso
“Moment frames – concentrically braced frames dual systems: analysis of different design criteria” , Structure and Infrastructure Engineering: Maintenance, Management, Life-Cycle Design and Performance, 2016. DOI: 10.1080/15732479.2014.996164
[106] - Skelton, R.E. , Montuori, R. , Pecoraro, V.
“Globally stable minimal mass compressive tensegrity structures“ Composite Structures Volume 141, 1 May 2016. DOI: 10.1016/j.compstruct.2016.01.105.
[107] - Montuori, R., Nastri, E. , Piluso, V.
“Theory of Plastic Mechanism Control for MRF-EBF dual systems: Closed form solution” Engineering Structures. Volume 118, July 01, 2016, Pages 287-306. DOI: 10.1016/j.engstruct.2016.03.05.
[108] – Montuori, R. , Muscati, R.
“A general design procedure for failure mechanism control of reinforced concrete frames” Engineering Structures Volume 118, July 01, 2016, Pages 137-155. DOI: 10.1016/j.engstruct.2016.03.043.
[109] – Montuori, R., Nastri, E., Piluso, V
“Modelling of floor joists contribution to the lateral stiffness of RC buildings designed for gravity loads”. Engineering Structures Volume 121, 15 August 2016, Pages 85-96. DOI: 10.1016/j.engstruct.2016.04.046.
[110] - Montuori, R., Nastri, E., Piluso, V , Troisi M.
“Influence of the Cyclic Behaviour Of Beam-to-Column Connection on the Seismic Response of Regular Steel Frames”. Ingegneria sismica –International journal of Earthquake Engineering Anno XXXIII – Speciale CTA 2015 – Num. 1-2 Pages 91-106. April 2016
[111] - Montuori, R., Nastri, E., Piluso, V
“Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of Mrf-Ebf Dual Systems Designed by TPMC”. Ingegneria sismica –International journal of Earthquake Engineering Anno XXXIII – Speciale CTA 2015 – Num. 3 Pages 52-65. November 2016
[112] - Montuori R., Skelton R.E., “Compressive Tensegrity structures: the general solution for globally stable minimal mass design”. Multiscale Innovative Materials and Structures - MIMS16 - International Workshop on Multiscale Innovative Materials and Structures. Cetara (SA) 28-30 ottobre 2016.
[113] - Montuori R.
“The use of “Dog-Bone” for the Seismic Improvement of Steel MRFs”. WSEAS TRANSACTIONS on APPLIED and THEORETICAL MECHANICS. Volume 11, 2016. Pag.229-244. Print ISSN:1991-8747, E-ISSN:2224-3429.
[114] - Montuori, R., Nastri, E., Piluso, V., Troisi, M.
“Influence of Connection Typology on Seismic Response of MR-Frames with and without 'Set-Backs'” Earthquake Engineering and Structural Dynamics, 2017; 46:5–25 DOI: 10.1002/eqe.2768.
[115] - Montuori, R., Nastri, E., Piluso,
“Influence of the bracing scheme on seismic performances of MRF-EBF dual systems” Journal of Constructional Steel Research Volume 132, 1 May 2017, Pages 179-190 10.1016/j.jcsr.2017.01.018
[116] - Montuori, R., Muscati, R.
“Smart and simple design of seismic resistant reinforced concrete frame” COMPOSITES. PART B, ENGINEERING Volume 115, 15 April 2017, Pages 360-368. DOI:10.1016/j.compositesb.2016.09.050. pp.360-368.
[117] - Montuori, R.,
“Critical comparison between two strengthening techniques of reinforced concrete columns”. 9th International Structural Engineering and Construction Conference: Resilient Structures and Sustainable Construction, ISEC 2017; Universitat Politecnica de Valencia - School of Civil Engineering Valencia; Spain; 24-29 July 2017; ISBN: 978-099604374-8.
[118] - Montuori, R.,
“Vulnerability reduction of steel moment resisting frames by means of reduced beam section”. 9th International Structural Engineering and Construction Conference: Resilient Structures and Sustainable Construction, ISEC 2017; Universitat Politecnica de Valencia - School of Civil Engineering Valencia; Spain; 24-29 July 2017; ISBN: 978-099604374-8.
[119] Dell'Aglio Giuseppe, Montuori Rosario, Nastri Elide, Piluso Vincenzo
A Critical Review of Plastic Design Approaches for Failure Mode Control for MRFs. pp.245-254. In CTA 2017 - Le XXVI Giornate italiane della costruzione in acciaio - ISBN:9788885522008 Venezia 27-30 settembre 2017.
[120] Montuori Rosario, Nastri Elide, Piluso Vincenzo, Streppone Simona, D'Aniello Mario, Zimbru Mariana, Landolfo Raffaele
“Comparison Between Different Design Strategies for FREEDAM Frames”. pp.395-404. In CTA 2017 - Le XXVI Giornate italiane della costruzione in acciaio - ISBN:9788885522008. Venezia 27-30 settembre 2017....
[121] Rosario Montuori, Valeria Sagarese
“About the Steel “Dog-Bones” in Wooden Beams” XXIII Congresso - Associazione Italiana di Meccanica Teorica e Applicata - Salerno, 4-7 Settembre 2017
[122] Rosa Fusco, Rosario Montuori, Elide Nastri, Vincenzo Piluso
“Critical analysis of the empirical relations for the evaluation of the ultimate plastic rotation of R.C. columns under cyclic loadings” XVII CONVEGNO ANIDIS “L’Ingegneria Sismica in Italia” Pistoia, 17-21 Settembre 2017
[123] Rosario Montuori, Elide Nastri, Vincenzo Piluso
“The influence of floor joists on the lateral stiffness of R.C. buildings” XVII CONVEGNO ANIDIS “L’Ingegneria Sismica in Italia” Pistoia, 17-21 Settembre 2017
[124] Montuori, R., Skelton, R.E.
“Globally stable tensegrity compressive structures for arbitrary complexity”
(2017) Composite Structures, 179, pp. 682-694. DOI: 10.1016/j.compstruct.2017.07.089
[125] Peduto Dario, Elia Francesco, Montuori Rosario
Probabilistic analysis of settlement-induced damage to bridges in the city of Amsterdam (The Netherlands).. - TRANSPORTATION GEOTECHNICS - vol. 14 - pp.169-182. DOI:10.1016/j.trgeo.2018.01.002 - ISSN:2214-3912
[126] R. Montuori, E. Nastri, V. Piluso and S. Streppone
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: a Case Study - The 9th International Conference on the Behavior of Steel Structures in Seismic Areas STESSA2018 - Christchurch, New Zeland - February 14-17, 2018.
[127] R. Montuori, E. Nastri, V. Piluso and S. Streppone
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: Performance Evaluation - The 9th International Conference on Behavior of Steel Structures in Seismic Areas STESSA2018 - Christchurch, New Zeland - February 14-17, 2018.
[128] Y.D. Wang, E. Nastri, L. Tirca, R. Montuori and V. Piluso
Comparative Response of Earthquake Resistant CBF Buildings Designed According to Canadian and European Code Provisions - The 9th International Conference on Behavior of Steel Structures in Seismic Areas STESSA2018 - Christchurch, New Zeland - February 14-17, 2018.
[129] Montuori R., Sagarese V.
The use of steel rbs to increase ductility of wooden beams - Engineering Structures Volume 169, 15 August 2018, Pages 154-161. DOI: 10.1016/j.engstruct.2018.05.024
[130] Fusco, R., Montuori, R., Nastri, Piluso, V.
Critical Analysis Of Ultimate Rotation Formula For R.C. Columns Subjected To Cyclic Loadings Engineering Structures Volume 177, 15 December 2018, Pages 160-174 DOI: 10.1016/j.engstruct.2018.09.065
[131] Montuori, R., Nastri, E., Piluso, V., Streppone, S., D’Aniello, M., Zimbru, M., Landolfo, R.
Comparison between different design strategies for freedam frames: Push-overs and IDA analyses (2018) Open Construction and Building Technology Journal, 12, pp. 140-153.
[132] Vincenzo Piluso, Rosario Montuori, Elide Nastri, Annabella Paciello
Seismic response of MRF-CBF dual systems equipped with low damage friction connections Journal of Constructional Steel Research Volume 154, March 2019, Pages 263-277
[133] Nastri, E., D'Aniello, M., Zimbru, M., Streppone, S., Landolfo, R., Montuori, R., Piluso, V.
Seismic response of steel Moment Resisting Frames equipped with friction beam-to-column joints (2019) Soil Dynamics and Earthquake Engineering, 119, pp.
[134] Piluso, V., Pisapia, A., Nastri, E., Montuori, R.
Ultimate resistance and rotation capacity of low yielding high hardening aluminium alloy beams under non-uniform bending (2019) Thin-Walled Structures, 135, pp. 123-136.
[135] Di Lauro, F., Montuori, R., Nastri, E., Piluso, V.
Partial safety factors and overstrength coefficient evaluation for the design of connections equipped with friction dampers (2019) Engineering Structures, 178, pp. 645-655.
[136] Dell’Aglio, G., Montuori, R., Nastri, E., Piluso, V.
Consideration of second-order effects on plastic design of steel moment resisting frames (2019) Bulletin of Earthquake Engineering, 17 (6), pp. 3041-3070.
[137] Montuori, R., Nastri, E., Palese, M.I., Piluso, V.
The effect of floor joists on the elastic and inelastic behavior of R.C frames (2019) Engineering Structures 196, pp. 1-8 DOI: 10.1016/j.engstruct.2019.06.003
[138] Montuori R., Gabbianelli G., Nastri E., Simoncelli M.,
Rigid plastic analysis for the seismic performance evaluation of steel storage racks, Steel and Composite Structures, 32(1), (2019) 1-19.
[139] Montuori R., Nastri E., Piluso V.,
Problems of Modeling for the Analysis of the Seismic Vulnerability of Existing Buildings, Ingegneria Sismica - International Journal of Earthquake Engineering, 36(2), 53-85, 2019.
[140] Montuori R.,
Second order effects: Critical analysis of EC8 provisions - AIP Conference Proceedings Volume 2116, 24 July 2019, International Conference on Numerical Analysis and Applied Mathematics 2018, ICNAAM 2018; Rhodes; Greece; 13 - 18 September 2018;
[141] G. Califano, R. Montuori, E. Nastri, F. Perri, V. Piluso, S. Streppone
Prove sperimentali su nodi trave-colonna in c.a. con e senza solaio - XVIII CONVEGNO ANIDIS – Ascoli Piceno 15-19 Settembre 2019. ISBN 978-88-3339-256-1
[142] R. Montuori, E. Nastri, V. Piluso, S. Streppone
Progetto e valutazione sismica di telai e sistemi duali con connessioni ad attrito - XVIII CONVEGNO ANIDIS – Ascoli Piceno 15-19 Settembre 2019. ISBN 978-88-3339-256-1
[143] Montuori R., Nastri E., Tagliafierro B.
Metodologia di progetto per il controllo del drift residuo: applicazione ad un sistema accoppiato - A Design Procedure for Controlling the Residual Drift: Application to a Dual-System. CTA 2019 - Le XXVII Giornate italiane della costruzione in acciaio - Bologna 2-5 ottobre 2019
[144] Manganiello L., Montuori R., Nastri E., Piluso V.
Studio sulla sovraresistenza dei link di sezione HEA tramite simulazioni FEM - Study on the Overstrength of HEA EBFs Links by FEM Simulations. CTA 2019 - Le XXVII Giornate italiane della costruzione in acciaio - Bologna 2-5 ottobre 2019
[145] Capaldo C., Montuori R., Nastri E., Piluso V., Pisapia A.
Analisi critica della sovra-resistenza nei link corti di controventi eccentrici - Critical Analysis on Short Link Overstrength of Steel Eccentrically Braced Frames. CTA 2019 - Le XXVII Giornate italiane della costruzione in acciaio - Bologna 2-5 ottobre 2019
[146 ] R. Montuori, V. Piluso, S. Streppone
Design and Seismic Assessment of MRFs and Dual CBFs Equipped with Friction Dampers COMPDYN 2019, 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering 24-26 June 2019, Crete, Greece
RESEARCH TOPICS ARE REPORTED IN THE ATTACHED FILE