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PIERO COLAJANNI

Curriculum and Research

Subjects

Academic Year Subject identification code Subject name ECTS Course of study
2023/2024 21872 DESIGN OF STRUCTURES IN SEISMIC AREA 9 INGEGNERIA CIVILE
2023/2024 15317 LABORATORIO DI TECNICA DELLE COSTRUZIONI 8 ARCHITETTURA
2023/2024 20422 RECUPERO DEL COSTRUITO C.I. 12 INGEGNERIA EDILE, INNOVAZIONE E RECUPERO DEL COSTRUITO
2023/2024 20416 TECNICHE INNOVATIVE PER IL RECUPERO STRUTTURALE (MODULO) 6 INGEGNERIA EDILE, INNOVAZIONE E RECUPERO DEL COSTRUITO

Publications

Date Title Type Record
2023 Vulnerability and Seismic Exposure of Residential Building Stock in the Historic Center of Alcamo Articolo in rivista Go to
2023 Low-Damage Friction Connections in Hybrid Joints of Frames of Reinforced-Concrete Buildings Articolo in rivista Go to
2023 Shear Capacity Model with Variable Orientation of Concrete Stress Field for RC Beams Strengthened by FRP/FRCM Contributo in atti di convegno pubblicato in volume Go to
2023 Seismic risk assessment of residential buildings by the Heuristic vulnerability model: influence of fragility curve models and inventory scale Articolo in rivista Go to
2023 EXPERIMENTAL AND FINITE ELEMENT ANALYSIS OF THE CYCLIC BEHAVIOUR OF LINEAR DISSIPATIVE DEVICES Contributo in atti di convegno pubblicato in volume Go to
2023 Seismic Response of RC Frames with Steel-Concrete Truss Beams Equipped with Beam-To-Column and Column-To-Foundation Friction Damper Connections Contributo in atti di convegno pubblicato in volume Go to
2023 Innovative connections for steel-concrete-trussed beams: a patented solution Contributo in atti di convegno pubblicato in rivista Go to
2023 Experimental characterization of friction properties of materials for innovative beam-to-column dissipative connection for low-damage RC structures Contributo in atti di convegno pubblicato in rivista Go to
2022 A Review of Current Research on the Use of Geopolymer Recycled Aggregate Concrete for Structural Members Review essay (rassegna critica) Go to
2022 Friction-based beam-to-column connection for low-damage RC frames with hybrid trussed beams Articolo in rivista Go to
2022 Influence of Cross-Section Shape and FRP Reinforcement Layout on Shear Capacity of Strengthened RC Beams Articolo in rivista Go to
2022 6th Workshop on The New Boundaries of Structural Concrete 2022 University of Salento – ACI Italy Chapter Contributo in atti di convegno pubblicato in volume Go to
2022 RC beams retrofitted by FRP oriented in any direction: Influence of the effectiveness factors Articolo in rivista Go to
2022 Sistema di dissipazione sismica per strutture edili Brevetto Go to
2022 Performance of a historical cantilever reinforced concrete bridge with half-joint degradation Articolo in rivista Go to
2022 Numerical Modelling for Assessing the Structural Efficiency of CAM® Reinforcement System for Masonry Walls Contributo in atti di convegno pubblicato in volume Go to
2022 THE REHABILITATION THROUGH EXTERNAL PRESTRESSING OF HISTORICAL REINFORCED CONCRETE BRIDGES WITH REDUCED PERFORMANCE: A CASE STUDY Contributo in atti di convegno pubblicato in volume Go to
2021 Shear Capacity Model with Variable Orientation of Concrete Stress Field for RC Beams Strengthened by FRP with Different Inclinations Articolo in rivista Go to
2021 Design of RC joints equipped with hybrid trussed beams and friction dampers Articolo in rivista Go to
2021 Seismic Performance of Earthquake-Resilient RC Frames Made with HSTC Beams and Friction Damper Devices Articolo in rivista Go to
2021 Steel based retrofitting interventions for existing masonry walls: a comparative numerical investigation Contributo in atti di convegno pubblicato in volume Go to
2021 Influence of the effectiveness factors in assessing the shear capacity of RC beams strengthened with FRP Capitolo o Saggio Go to
2021 Vulnerabilità ed esposizione sismica del costruito residenziale del centro storico di Alcamo Capitolo o Saggio Go to
2021 Steel based retrofitting interventions for existing masonry walls: a comparative numerical investigation Contributo in atti di convegno pubblicato in volume Go to
2020 Esposizione e vulnerabilità sismica dell'edilizia residenziale del centro storico di Caltabellotta Capitolo o Saggio Go to
2020 Shear resistance analytical evaluation for RC beams with transverse reinforcement with two different inclinations Articolo in rivista Go to
2020 Dissipative connections of rc frames with prefabricated steel-trussed-concrete beams Articolo in rivista Go to
2020 Caratteristiche tipologico-strutturali per la valutazione della vulnerabilità sismica nel centro storico di Caltabellotta tra persistenze e trasformazioni Capitolo o Saggio Go to
2020 Comparison of fully non-stationary artificial accelerogram generation methods in reproducing seismicity at a given site Articolo in rivista Go to
2019 Push-Over Analysis of RC Frame with Corroded Rebar Contributo in atti di convegno pubblicato in volume Go to
2019 Effect of the different data survey scale on assessment of seismic exposure and vulnerability of the historic center of Caltabellotta Contributo in atti di convegno pubblicato in volume Go to
2019 Seismic response of RC frames with HSTC beams endowed with friction damper devices Contributo in atti di convegno pubblicato in volume Go to
2019 Design of friction connections in R.C. structures with hybrid steel-trussed concrete beams Contributo in atti di convegno pubblicato in volume Go to
2019 EFFICACY OF PBO-FRCM STRENGTHENING OF RC COLUMNS IN MRFS Contributo in atti di convegno pubblicato in volume Go to
2019 Shear models of Rc-encased steel joist beams in MRFs Articolo in rivista Go to
2019 Ultimate shear of RC beams with corroded stirrups and strengthened with FRP Articolo in rivista Go to
2019 Response behaviour of reinforced concrete beams strengthened in shear with FRP Contributo in atti di convegno pubblicato in volume Go to
2019 Comparison of approaches for generation of fully non-stationary artificial accelerograms Contributo in atti di convegno pubblicato in volume Go to
2018 Comparative analysis of shear resisting models for hybrid steel trussed concrete beams eedings Go to
2018 Numerical analysis of the effects of PBO-FRCM confinement on RC columns eedings Go to
2018 Flexural behavior of corroded RC beams Contributo in atti di convegno pubblicato in volume Go to
2018 Review of push-out and shear response of hybrid steel-trussed concrete beams Articolo in rivista Go to
2018 Stress transfer and failure mechanisms in steel-concrete trussed beams: Experimental investigation on slab-thick and full-thick beams Articolo in rivista Go to
2017 Analytical prediction of the shear connection capacity in composite steel–concrete trussed beams Articolo in rivista Go to
2017 Increasing the shear capacity of reinforced concrete beams using pretensioned stainless steel ribbons Articolo in rivista Go to
2017 Experimental Investigation of the Shear Response of Precast Steel-Concrete Trussed Beams Articolo in rivista Go to
2017 Prove sperimentali su travi in c.a. rinforzate con metodo CAM®: valutazione dei meccanismi di flessione (parte 2) Articolo in rivista Go to
2017 Valutazione della Vulnerabilità a Scala Territoriale: Il Caso Studio di Caltabellotta (AG) Contributo in atti di convegno pubblicato in volume Go to
2017 Non linear and linearized combination coefficients for modal pushover analysis Articolo in rivista Go to
2017 Stress field model for strengthening of shear-flexure critical RC beams Articolo in rivista Go to
2017 R.C. columns strengthened by PBO-FRCM under axial force and bending moment eedings Go to
2016 Analytical evaluation of steel–concrete composite trussed beam shear capacity Articolo in rivista Go to
2016 Increasing the flexural capacity of RC beams using steel angles and pre-tensioned stainless steel ribbons Articolo in rivista Go to
2016 CRITERI E TECNICHE DI VALUTAZIONE E RIDUZIONE DELLA VULNERABILITÀ SISMICA DEL CENTRO STORICO Capitolo o Saggio Go to
2016 Validation of a Shear Model for RC and Hybrid Beams with Two Different Inclinations of Transversal Reinforcement Capitolo o Saggio Go to
2016 Cyclic behavior of composite truss beam-to-RC column joints in MRFS Capitolo o Saggio Go to
2016 Failure by corrosion in PC bridges: A case history of a viaduct in Italy Articolo in rivista Go to
2015 FEM analysis of push-out test response of Hybrid Steel Trussed Concrete Beams (HSTCBs) Articolo in rivista Go to
2015 Stiffness and strength of composite truss beam to R.C. column connection in MRFs Articolo in rivista Go to
2015 Finite element modeling of the shear behavior of hybrid steel trussed concrete beams eedings Go to
2015 Tecniche di analisi statica non lineare multimodale per strutture intelaiate eedings Go to
2015 Shear strength degradation due to flexural ductility demand in circular RC columns Articolo in rivista Go to
2014 ANALISI TEORICO-SPERIMENTALE DEL COMPORTAMENTO A TAGLIO DI TRAVI PREFABBRICATE RETICOLARI MISTE Contributo in atti di convegno pubblicato in volume Go to
2014 Definition of diagonal Poisson's ratio and elastic modulus for infill masonry walls Articolo in rivista Go to
2014 Shear Strength Degradation due to Flexural Ductility Demand in R.C. Elements eedings Go to
2014 Stress transfer mechanism investigation in hybrid steel trussed-concrete beams by push-out tests Articolo in rivista Go to
2014 Experimental tests on typical masonry of Messina area (Italy) retrofitted with CAM: A full scale arch eedings Go to
2014 Design procedure for prestressed concrete beams Articolo in rivista Go to
2014 Effects of confinement level, cross-section shape and corner radius on the cyclic behavior of CFRCM confined concrete columns Articolo in rivista Go to
2014 Prove sperimentali in situ su tipica muratura messinese rinforzata con CAM: arco in muratura a piena scala Articolo in rivista Go to
2014 EXPERIMENTAL INVESTIGATION ON R.C. BEAMS RETROFITTED IN FLEXURE AND SHEAR BY PRETENSIONED STEEL RIBBONS eedings Go to
2014 Concrete columns confined with fibre reinforced cementitious mortars: Experimentation and modelling Articolo in rivista Go to
2014 Proposal of a Selection Criterium of Natural Accelerograms for NLRHA eedings Go to
2014 Increasing the Capacity of Existing Bridges by Using Unbonded Prestressing Technology: A Case Study Articolo in rivista Go to
2014 Progetto INCAMMINO-Indagini sperimentali su elementi strutturali in muratura rinforzati con il CAM Capitolo o Saggio Go to
2014 Shear capacity in concrete beams reinforced by stirrups with two different inclinations Articolo in rivista Go to
2014 Experimental Tests on Typical Masonry of Messina Area (Italy) Retrofitted with CAM: Full Scale Panels eedings Go to
2014 Experimental in situ behaviour of unreinforced masonry elements retrofitted by pre-tensioned stainless steel ribbons Articolo in rivista Go to
2014 PBO textile embedded in FRCM for confinement of r.c. columns eedings Go to
2013 COMPORTAMENTO CICLICO DI PANNELLI SOTTILI IN ACCIAIO eedings Go to
2013 Assessment of push-out test response of hybrid steel trussed-concrete beams by FE model eedings Go to
2013 Un criterio di selezione dell’input sismico per l’analisi dinamica non lineare delle strutture eedings Go to
2013 Analisi sperimentale del comportamento ciclico di elementi in calcestruzzo a bassa resistenza confinati con FRCM eedings Go to
2013 Non-linear Correlation Coefficients for pushover analysis eedings Go to
2013 Experimental test results vs. analytical prediction of welded joint strength in hybrid steel trussed concrete beams (HSTCBs) Articolo in rivista Go to
2013 Analytical prediction of ultimate moment and curvature of RC rectangular sections in compression Articolo in rivista Go to
2013 An analytical step-by-step procedure to derive the flexural response of RC sections in compression Articolo in rivista Go to
2013 Stress-strain law for confined concrete with hardening or softening behavior Articolo in rivista Go to
2013 Un approccio innovativo per la modellazione degli edifici in muratura intelaiata. Applicazione ad un caso di studio eedings Go to
2012 ANALISI SPERIMENTALE DEL COMPORTAMENTO CICLICO DI NODI DI TRAVI SER E PILASTRI IN C.A. eedings Go to
2012 On bottom steel plate to concrete anchorage in hybrid steel trussed concrete beams eedings Go to
2012 Nonlinear analysis of beams reinforced in shear with stirrups and steel fibers Articolo in rivista Go to
2012 Strength and ductility of confined concrete columns under axial load and biaxial bending eedings Go to
2012 SHEAR RESISTANCE OF R/C BEAMS PROVIDED WITH DIFFERENTLY-INCLINED TRANSVERSE REINFORCEMENT Articolo in rivista Go to
2012 Cyclic axial testing of columns confined with Fiber Reinforced Cementitious Matrix eedings Go to
2012 Sostenibilità di interventi di miglioramento sismico di strutture in c.a. non danneggiate eedings Go to
2012 Experimental results of RC columns strengthnened with Fiber Reinforced Cementitious Mortars eedings Go to
2012 Generalization of Shear Truss Model to the Case of SFRC Beams with Stirrups Articolo in rivista Go to
2011 Modelli per l'interpretazione dei risultati di prove di push-out su travi reticolari miste. eedings Go to
2011 ANALISI DELLE TENSIONI SU PIATTABANDE METALLICHE DI TRAVI RETICOLARI MISTE eedings Go to
2011 RESISTENZA A TAGLIO DI TRAVI CON ARMATURE TRASVERSALI A DIVERSA INCLINAZIONE eedings Go to
2011 ELEMENTI IN CALCESTRUZZO CONFINATI CON FRCM ANALISI SPERIMENTALE PER CARICHI MONOTONICI eedings Go to
2010 Seismic behaviour of hybrid steel trussed concrete beams eedings Go to
2010 Comportamento ciclico delle connessioni tra travi prefabbricate reticolari miste e pilastri in c.a. eedings Go to
2010 Recenti sviluppi nei metodi di analisi strutturale per la valutazione della vulnerabilità sismica degli edifici Capitolo o Saggio Go to
2010 Influence of lateral load distribution in estimation of target displacement and capacity demand by pushover analysis eedings Go to
2010 SIMPLE PLASTIC MODEL FOR SHEAR CRITICAL SFRC BEAMS Articolo in rivista Go to
2010 Nuove tecniche di rinforzo e adeguamento per elementi in calcestruzzo armato Capitolo o Saggio Go to
2009 Analisi teorico-sperimentale del comportamento ciclico di sezioni di estremità di travi prefabbricate reticolari miste eedings Go to
2009 Travi reticolari miste - Problemi locali nella trasmissione degli sforzi eedings Go to
2009 Dalla Ricerca Nazionale Coordinata ASSOPREM: la duttilità delle sezioni delle travi PREM Articolo in rivista Go to
2009 Calibrazione Sperimentale di un Modello Ciclico per Tamponamenti eedings Go to
2009 Indagine sperimentale sul comportamento di travi reticolari miste eedings Go to
2009 Indagine sperimentale su nodi di tralicci in acciaio di travi reticolari miste Articolo in rivista Go to
2009 Simplified Formulation of Solution for Beams on Winkler Foundation allowing Discontinuities due to Loads and Constraints Articolo in rivista Go to
2009 Caratterizzazione meccanica di alcune tipologie di tamponamento Altro Go to
2008 Prove di push-out su travi reticolari miste eedings Go to
2008 Indagine sperimentale su tralicci in acciaio di travi reticolari miste eedings Go to
2008 Effetti delle incertezze nella modellazione dei tamponamenti sull'efficacia dei criteri di progettazione di telai in c.a. Capitolo o Saggio Go to
2008 Influence of lateral load distributions on pushover analysis effectiveness eedings Go to
2008 A model for SFRC beams without shear reinforcement eedings Go to
2008 Experimental tests and FEM model for SFRC beams under flexural and shear loads eedings Go to
2007 Sul controllo del meccanismo di collasso di controventi eccentrici eedings Go to
2007 Combination coefficients for modal pushover analysis eedings Go to
2007 Ductility of reinforced concrete members externally wrapped with fiber-reinforced polymer sheets Articolo in rivista Go to
2007 A method for identification of stiffness, dissipation and input parameters of randomly excited non-linear systems Capitolo o Saggio Go to
2006 A handy stress-strain law for FRP confined concrete eedings Go to
2006 Shear-flexure interaction of RC elements strengthened with FRP sheets eedings Go to
2005 Shear strength of reinforced concrete beams with fibers and stirrups eedings Go to
2005 A modal approach for the evaluation of the response sensitivity of structural systems subjected to non-stationary random process Articolo in rivista Go to
2004 Colonne in c.a. rinforzate con FRP con diverso livello di confinamento eedings Go to
2004 Combination of modal responses consistent with seismic input representation Articolo in rivista Go to
2002 Stochastic sensitivity of steel frames with connection dampers by modal analysis eedings Go to