Galano S., Losanno D., Parisi F. (2025). Numerical evaluation of corrosion effects on the flexural behaviour of post-tensioned concrete bridge girders with defective grouting. Engineering Structures, 336: 120444, https://doi.org/10.1016/j.engstruct.2025.120444.
Dhir P., Losanno D., Tubaldi E., Parisi F. (2025). Performance and robustness assessment of roadway masonry arch bridges to scour-induced damage using multiple traffic load models. Engineering Structures, 325: 119441, https://doi.org/10.1016/j.engstruct.2024.119441.
Lignola G.P., Buratti N., Cattari S., Parisi F., Ubertini F., Alfano S., Ierimonti L., Meoni A., Sivori D., Virgulto G. (2025). Validated and Optimized Strategies for Preserving Historical Heritage Towards Natural and Anthropic Risks: Insights from the DETECT-AGING Project. Buildings, 15(5): 693, https://doi.org/10.3390/buildings15050693.
Grieco L.A., Scattarreggia N., Monteiro R., Parisi F. (2024). An index-based multi-hazard risk assessment method for prioritisation of existing bridge portfolios. International Journal of Disaster Risk Reduction, 114: 104895, https://doi.org/10.1016/j.ijdrr.2024.104895.
Miano A., Civera M., Aloschi F., De Biagi V., Chiaia B., Parisi F., Prota A. (2024). Efficiency Assessment of Urban Road Networks Connecting Critical Node Pairs under Seismic Hazard. Sustainability, 16: 7465, https://doi.org/10.3390/su16177465.
Saviano F., Lignola G.P., Parisi F. (2024). Experimental compressive and shear behaviour of clay brick masonry with degraded joints. Construction and Building Materials, 452: 138880, https://doi.org/10.1016/j.conbuildmat.2024.138880.
Galano S., Losanno D., Parisi F. (2024). Numerical Simulation of Post-Tensioned Concrete Girders with Defective Grouting Including Local Stress–Strain Tendons Response. Structural Concrete, 25(6): 4515–4536, https://doi.org/10.1002/suco.202400416.
Ravichandran N., Losanno D., Pecce M.R., Parisi F. (2024). Site-specific traffic modelling and simulation for a major Italian highway based on weigh-in-motion systems accounting for gross vehicle weight limitations. Journal of Civil Structural Health Monitoring, 14: 1739–1763, https://doi.org/10.1007/s13349-024-00809-6.
De Angelis A., Losanno D., Parisi F., Pecce M.R. (2024). Identification of Modal Parameters of Scaled Bridge PC Beams by OMA Dynamic Tests. Journal of Bridge Engineering, 29(8): 04024051, https://doi.org/10.1061/JBENF2.BEENG-6763.
Meoni A., D’Alessandro A., Mattiacci M., García-Macías E., Saviano F., Parisi F., Lignola G.P., Ubertini F. (2024). Structural performance assessment of full-scale masonry wall systems using operational modal analysis: Laboratory testing and numerical simulations. Engineering Structures, 2024, 304: 117663, https://doi.org/10.1016/j.engstruct.2024.117663.
Losanno D., Galano S., Parisi F., Pecce M.R., Cosenza E. (2024). Experimental Investigation on Nonlinear Flexural Behavior of Post-Tensioned Concrete Bridge Girders with Different Grouting Conditions and Prestress Levels. Journal of Bridge Engineering, 29(3): 04023121, https://doi.org/10.1061/JBENF2.BEENG-6466.
Losanno D., Galano S., Parisi F. (2024). Influence of strand rupture on flexural behavior of reduced-scale prestressed concrete bridge girders with different prestressing levels. Engineering Structures, 301: 117358, https://doi.org/10.1016/j.engstruct.2023.117358.
Silvestri F., de Silva F., Piro A., Parisi F. (2024). Soil-structure interaction effects on out-of-plane seismic response and damage of masonry buildings with shallow foundations. Soil Dynamics and Earthquake Engineering, 177: 108403, https://doi.org/10.1016/j.soildyn.2023.108403.
Ribeiro L.D.R., Kroetz H.M., Parisi F., Beck A.T. (2024). Optimal risk-based design of reinforced concrete beams against progressive collapse. Engineering Structures, 300: 117158, https://doi.org/10.1016/j.engstruct.2023.117158.
Pulatsu B., Gonen S., Funari M.F., Parisi F. (2023). Spatial stochastic D-RBA and limit equilibrium analysis of unreinforced masonry pier-spandrel structures. Engineering Structures, 296: 116897, https://doi.org/10.1016/j.engstruct.2023.116897.
Galano S., Losanno D., Miluccio G., Parisi F. (2023). Multidimensional nonlinear numerical simulation of post-tensioned concrete girders with different prestressing levels. Structural Concrete, 24(6): 7021–7042, https://doi.org/10.1002/suco.202300272.
Ding J.-Y., Feng D.-C., Brunesi E., Parisi F., Wu G. (2023). Efficient seismic fragility analysis method utilizing ground motion clustering and probabilistic machine learning. Engineering Structures, 294: 116739, https://doi.org/10.1016/j.engstruct.2023.116739.
Michelini E., Ferretti D., Miccoli L., Parisi F. (2023). Autoclaved aerated concrete masonry for energy efficient buildings: State of the art and future developments. Construction and Building Materials, 402: 132996, https://doi.org/10.1016/j.conbuildmat.2023.132996.
Pulatsu B., Funari M.F., Malomo D., Gonen S., Parisi F. (2023). Seismic assessment of URM pier spandrel systems via efficient computational modeling strategies. Bulletin of Earthquake Engineering, 21(12): 5573–5596, https://doi.org/10.1007/s10518-023-01744-5.
Meoni A., D’Alessandro A., Saviano F., Lignola G.P., Parisi F., Ubertini F. (2023). Strain Monitoring and Crack Detection in Masonry Walls under In-Plane Shear Loading using Smart Bricks: First Results from Experimental Tests and Numerical Simulations. Sensors, 23(4): 2211, https://doi.org/10.3390/s23042211.
Losanno D., Ravichandran N., Parisi F. (2023). Seismic fragility models for base-isolated unreinforced masonry buildings with fiber-reinforced elastomeric isolators. Earthquake Engineering and Structural Dynamics, 52(2): 308–334, https://doi.org/10.1002/eqe.3761.
Miluccio G., Losanno D., Parisi F., Cosenza E. (2023). Fragility analysis of existing prestressed concrete bridges under traffic loads according to new Italian guidelines. Structural Concrete, 24(1): 1053–1069, https://doi.org/10.1002/suco.202200158.
Scalvenzi M., Ravasini S., Brunesi E., Parisi F. (2023). Progressive collapse fragility of substandard and earthquake-resistant precast RC buildings. Engineering Structures, 275: 115242, https://doi.org/10.1016/j.engstruct.2022.115242.
Pulatsu B., Gonen S., Parisi F. (2023). Effect of precompression and material uncertainty on the in-plane behavior of URM pier–spandrel systems. Buildings, 13(1): 203, https://doi.org/10.3390/buildings13010203.
Pulatsu B., Gonen S., Parisi F., Erdogmus E., Tuncay K., Funari M.F., Lourenço P.B. (2022). Probabilistic approach to assess URM walls with openings using discrete rigid block analysis (D-RBA). Journal of Building Engineering, 61: 105269, https://doi.org/10.1016/j.jobe.2022.105269.
Saviano F., Parisi F., Lignola G.P. (2022). Material aging effects on the in-plane lateral capacity of tuff stone masonry walls: a numerical investigation. Materials and Structures, 55(7): 198, https://doi.org/10.1617/s11527-022-02032-5.
Feng D.-C., Zhang M.-X., Brunesi E., Parisi F., Yu J., Zhou Z. (2022). Investigation of 3D effects on dynamic progressive collapse resistance of RC structures considering slabs and infill walls. Journal of Building Engineering, 54: 104421, https://doi.org/10.1016/j.jobe.2022.104421.
Losanno D., Ravichandran N., Parisi F. (2022). Seismic fragility of base-isolated single-storey unreinforced masonry buildings equipped with classical and recycled rubber bearings in Himalayan regions. Journal of Building Engineering, 45: 103648, https://doi.org/10.1016/j.jobe.2021.103648.
Scalvenzi M., Gargiulo S., Freddi F., Parisi F. (2022). Impact of seismic retrofitting on progressive collapse resistance of RC frame structures. Engineering Failure Analysis, 131: 105840, https://doi.org/10.1016/j.engfailanal.2021.105840.
Colasanti V., Fenu L., Parisi F. (2022). Numerical simulation of shaking table test on an adobe masonry building through nonlinear macro-element analysis. International Journal of Masonry Research and Innovation, 7(5): 504-524, https://doi.org/10.1504/IJMRI.2021.10040995.
Miluccio G., Losanno D., Parisi F., Cosenza E. (2021). Traffic-load fragility models for prestressed concrete girder decks of existing Italian highway bridges. Engineering Structures, 249: 113367, https://doi.org/10.1016/j.engstruct.2021.113367.
Cassese P., Balestrieri C., Fenu L., Asprone D., Parisi F. (2021). In-plane shear behaviour of adobe masonry wallets strengthened with textile reinforced mortar. Construction and Building Materials, 306: 124832, https://doi.org/10.1016/j.conbuildmat.2021.124832.
Feng D.-C., Shi H.-R., Parisi F., Brunesi E., Wang C.-L. (2021). Efficient numerical model for progressive collapse analysis of prestressed concrete frame structures. Engineering Failure Analysis, 129: 105683, https://doi.org/10.1016/j.engfailanal.2021.105683.
Ravichandran N., Losanno D., Parisi F. (2021). Comparative assessment of finite element macro-modelling approaches for seismic analysis of non-engineered masonry constructions. Bulletin of Earthquake Engineering, 19(13): 5565–5607, https://doi.org/10.1007/s10518-021-01180-3.
La Mendola L., Oddo M.C., Papia M., Pappalardo F., Pennisi A., Bertagnoli G., Di Trapani F., Monaco A., Parisi F., Barile S. (2021). Performance of a new stress sensor imbedded in mortar joints of masonry elements. Construction and Building Materials, 297: 123764, https://doi.org/10.1016/j.conbuildmat.2021.123764.
Mucedero G., Brunesi E., Parisi F. (2021). Progressive collapse resistance of framed buildings with partially encased composite beams. Journal of Building Engineering, 38: 102228, https://doi.org/10.1016/j.jobe.2021.102228.
Ravasini S., Belletti B., Brunesi E., Nascimbene R., Parisi F. (2021). Nonlinear dynamic response of a precast concrete building to sudden column removal. Applied Sciences, 11: 599, https://doi.org/10.3390/app11020599.
Losanno D., Ravichandran N., Parisi F., Calabrese A., Serino G. (2021). Seismic performance of a low-cost base isolation system for unreinforced brick masonry buildings in developing countries. Soil Dynamics and Earthquake Engineering, 141: 106501, https://doi.org/10.1016/j.soildyn.2020.106501.
Feng D.-C., Xiong C.-Z., Brunesi E., Parisi F., Wu G. (2021). Numerical simulation and parametric analysis of precast concrete beam-slab assembly based on layered shell elements. Buildings, 11(1): 7, https://doi.org/10.3390/buildings11010007.
Brunelli A., de Silva F., Piro A., Parisi F., Sica S., Silvestri F., Cattari S. (2021). Numerical simulation of the seismic response and soil-structure interaction for a monitored masonry school building damaged by the 2016 central Italy earthquake. Bulletin of Earthquake Engineering, 19: 1181–1211, https://doi.org/10.1007/s10518-020-00980-3.
Scalvenzi M., Parisi F. (2021). Progressive collapse capacity of a gravity-load designed RC building partially collapsed during structural retrofitting. Engineering Failure Analysis, 121: 105164, https://doi.org/10.1016/j.engfailanal.2020.105164.
Galasso C., Pregnolato M., Parisi F. (2021). A model taxonomy for flood fragility and vulnerability assessment of buildings. International Journal of Disaster Risk Reduction, 53: 101985, https://doi.org/10.1016/j.ijdrr.2020.101985.
Mucedero G., Brunesi E., Parisi F. (2020). Nonlinear material modelling for fibre-based progressive collapse analysis of RC framed buildings. Engineering Failure Analysis, 118: 104901, https://doi.org/10.1016/j.engfailanal.2020.104901.
Russo P., De Marco A., Parisi F. (2020). Assessment of the damage of hydrogen pipelines explosions on people and buildings. Energies, 13(9): 5051, https://doi.org/10.3390/en13195051.
Parisi F., Scalvenzi M. (2020). Progressive collapse assessment of gravity-load designed European RC buildings under multi-column loss scenarios. Engineering Structures, 209: 110001, https://doi.org/10.1016/j.engstruct.2019.110001.
Piro A., de Silva F., Parisi F., Scotto di Santolo A., Silvestri F. (2020). Effects of soil-foundation-structure interaction on fundamental frequency and radiation damping ratio of historical masonry building sub-structures. Bulletin of Earthquake Engineering, 18(4): 1187–1212, https://doi.org/10.1007/s10518-019-00748-4.
Parisi F., Balestrieri C., Varum H. (2019). Nonlinear finite element model for traditional adobe masonry. and Building Materials, 223: 450–462, https://doi.org/10.1016/j.conbuildmat.2019.07.001.
Russo P., De Marco A., Parisi F. (2019). Failure of reinforced concrete and tuff stone masonry buildings as consequence of hydrogen pipeline explosions. , 44(38): 21067–21079, https://doi.org/10.1016/j.ijhydene.2019.01.225.
Parisi F., Scalvenzi M., Brunesi E. (2019). Performance limit states for progressive collapse analysis of reinforced concrete framed buildings. Structural Concrete, 20(1): 68–84, https://doi.org/10.1002/suco.201800039.
Adam J., Parisi F., Sagaseta J., Lu X. (2018). Research and practice on progressive collapse and robustness of building structures in the 21st century. Engineering Structures, 173: 122–149, https://doi.org/10.1016/j.engstruct.2018.06.082.
Brunesi E., Parisi F. (2017). Progressive collapse fragility models of European reinforced concrete framed buildings based on pushdown analysis. Engineering Structures, 152: 579–596, https://doi.org/10.1016/j.engstruct.2017.09.043.
Parisi F., Augenti N. (2017). Structural failure investigations through probabilistic nonlinear finite element analysis: Methodology and application. Engineering Failure Analysis, 80: 386–402, https://doi.org/10.1016/j.engfailanal.2017.07.004.
Bozza A., Asprone D., Parisi F., Manfredi G. (2017). Alternative resilience indices for city ecosystems subjected to natural hazards. Computer-Aided Civil and Infrastructure Engineering, 32(7): 527–545, https://doi.org/10.1111/mice.12275.
De Biagi V., Parisi F., Asprone D., Chiaia B., Manfredi G. (2017). Collapse resistance assessment through the implementation of progressive damage in finite element codes. Engineering Structures, 136: 523–534, https://doi.org/10.1016/j.engstruct.2017.01.058.
Parisi F., Sabella G. (2017). Flow-type landslide fragility of reinforced concrete framed buildings. Engineering Structures, 131: 28–43, https://doi.org/10.1016/j.engstruct.2016.10.013.
Parisi F., Balestrieri C., Asprone D. (2016). Blast resistance of tuff stone masonry walls. Engineering Structures, 113: 233–244, https://doi.org/10.1016/j.engstruct.2016.01.056.
Parisi F., Sabella G., Augenti N. (2016). Constitutive model selection for URM cross sections based on best-fit analytical moment‒curvature diagrams. Engineering Structures, 111: 451–466, https://doi.org/10.1016/j.engstruct.2015.12.036.
Russo P., Parisi F. (2016). Risk-targeted safety distance of reinforced concrete buildings from natural-gas transmission pipelines. Reliability Engineering and System Safety, 148: 57–66, https://doi.org/10.1016/j.ress.2015.11.016.
Parisi F., Balestrieri C., Asprone D. (2016). Nonlinear micromechanical model for tuff stone masonry: Experimental validation and performance limit states. Construction and Building Materials, 105: 165–175, https://doi.org/10.1016/j.conbuildmat.2015.12.078.
Brunesi E., Nascimbene R., Parisi F., Augenti N. (2015). Progressive collapse fragility of reinforced concrete framed structures through incremental dynamic analysis. Engineering Structures, 104: 65–79, https://doi.org/10.1016/j.engstruct.2015.09.024.
Parisi F. (2015). Blast fragility and performance-based pressure–impulse diagrams of European reinforced concrete columns. Engineering Structures, 103: 285–297, https://doi.org/10.1016/j.engstruct.2015.09.019.
Parisi F., Asprone D., Fenu L., Prota A. (2015). Experimental characterization of Italian composite adobe bricks reinforced with straw fibers. Composite Structures, 122: 300–307, https://doi.org/10.1016/j.compstruct.2014.11.060.
Caporale A., Parisi F., Asprone D., Luciano R., Prota A. (2015). Comparative micromechanical assessment of adobe and clay brick masonry assemblages based on experimental data sets. Composite Structures, 120: 208–220, https://doi.org/10.1016/j.compstruct.2014.09.046.
Parisi F., Augenti N., Prota A. (2014). Implications of the spandrel type on the lateral behavior of unreinforced masonry walls. Earthquake Engineering and Structural Dynamics, 43(12): 1867–1887, https://doi.org/10.1002/eqe.2441.
Caporale A., Parisi F., Asprone D., Luciano R., Prota A. (2014). Micromechanical analysis of adobe masonry as two-component composite: Influence of bond and loading schemes. Composite Structures, 112: 254–263, https://doi.org/10.1016/j.compstruct.2014.02.020.
Caporale A., Parisi F., Asprone D., Luciano R., Prota A. (2014). Critical surfaces for adobe masonry: micromechanical approach. Composites Part B: Engineering, 56: 790–796, https://doi.org/10.1016/j.compositesb.2013.08.087.
Parisi F., Augenti N. (2013). Earthquake damages to cultural heritage constructions and simplified assessment of artworks. Engineering Failure Analysis, 34: 735–760, https://doi.org/10.1016/j.engfailanal.2013.01.005.
Parisi F., Augenti N. (2013). Forensic engineering in Italy: A reality. Journal of Performance of Constructed Facilities, 27(5): 498–499, https://doi.org/10.1061/(ASCE)CF.1943-5509.0000429.
Parisi F., Lignola G.P., Augenti N., Prota A., Manfredi G. (2013). Rocking response assessment of in-plane laterally-loaded masonry walls with openings. Engineering Structures, 56: 1234–1248, https://doi.org/10.1016/j.engstruct.2013.06.041.
Augenti N., Nanni A., Parisi F. (2013). Construction failures and innovative retrofitting. Buildings, 3(1): 100–121, https://doi.org/10.3390/buildings3010100.
Parisi F., Augenti N. (2013). Assessment of unreinforced masonry cross sections under eccentric compression accounting for strain softening. Construction and Building Materials, 41: 654–664, https://doi.org/10.1016/j.conbuildmat.2012.12.039.
Parisi F., Augenti N. (2013). Seismic capacity of irregular unreinforced masonry walls with openings. Earthquake Engineering and Structural Dynamics, 42(1): 101–121, https://doi.org/10.1002/eqe.2195.
Augenti N., Parisi F. (2013). Buckling analysis of a long-span roof structure collapsed during construction. Journal of Performance of Constructed Facilities, 27(1): 1–12, https://doi.org/10.1061/(ASCE)CF.1943-5509.0000302.
Parisi F., Iovinella I., Balsamo A., Augenti N., Prota A. (2013). In-plane behaviour of tuff masonry strengthened with inorganic matrix-grid composites. Composites Part B: Engineering, 45(1): 1657–1666, https://doi.org/10.1016/j.compositesb.2012.09.068.
Parisi F., Augenti N. (2012). Influence of seismic design criteria on blast resistance of RC framed buildings: a case study. Engineering Structures, 44: 78–93, https://doi.org/10.1016/j.engstruct.2012.05.046.
Parisi F., Augenti N. (2012). Uncertainty in seismic capacity of masonry buildings. Buildings, 2(3): 218–230, https://doi.org/10.3390/buildings2030218.
Parisi F., Lignola G.P., Augenti N., Prota A., Manfredi G. (2011). Nonlinear behavior of a masonry sub-assemblage before and after strengthening with inorganic matrix-grid composites. Journal of Composites for Construction, 15(5): 821–832, https://doi.org/10.1061/(ASCE)CC.1943-5614.0000203.
Augenti N., Parisi F., Prota A., Manfredi G. (2011). In-plane lateral response of a full-scale masonry sub-assemblage with and without an inorganic matrix-grid strengthening system. Journal of Composites for Construction, 15(4): 578–590, https://doi.org/10.1061/(ASCE)CC.1943-5614.0000193.
Augenti N., Parisi F. (2011). Constitutive modelling of tuff masonry in direct shear. Construction and Building Materials, 25(4): 1612–1620, https://doi.org/10.1016/j.conbuildmat.2010.10.002.
Augenti N., Parisi F., Acconcia E. (2011). Il codice RAN per l’analisi sismica non lineare di edifici in muratura. Progettazione Sismica, 3(1): 139–157 [in Italian].
Augenti N., Parisi F. (2010). Constitutive models for tuff masonry under uniaxial compression. Journal of Materials in Civil Engineering, 22(11): 1102–1111, https://doi.org/10.1061/(ASCE)MT.1943-5533.0000119.
Augenti N., Parisi F. (2010). Learning from construction failures due to the 2009 L’Aquila, Italy, earthquake. Journal of Performance of Constructed Facilities, 24(6): 536–555, https://doi.org/10.1061/(ASCE)CF.1943-5509.0000122.