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Colajanni, Piero / Ahmed, Muhammad / D’Anna, Jennifer (2024): Comparison between Design Methods for Seismic Retrofit of Reinforced Concrete Frames Using Dissipative Bracing Systems. Dans: Buildings, v. 14, n. 10 (8 octobre 2024).
https://doi.org/10.3390/buildings14103256
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Colajanni, Piero / D’Anna, Jennifer (2023): Seismic risk assessment of residential buildings by the Heuristic vulnerability model: influence of fragility curve models and inventory scale. Dans: Bulletin of Earthquake Engineering, v. 22, n. 3 (novembre 2023).
https://doi.org/10.1007/s10518-023-01801-z
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Monaco, Alessia / Pagnotta, Salvatore / Colajanni, Piero / La Mendola, Lidia (2023): Innovative connections for steel-concrete-trussed beams: a patented solution. Dans: Procedia Structural Integrity, v. 44 ( 2023).
https://doi.org/10.1016/j.prostr.2023.01.246
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Pagnotta, Salvatore / Monaco, Alessia / Colajanni, Piero / La Mendola, Lidia (2023): Experimental characterization of friction properties of materials for innovative beam-to-column dissipative connection for low-damage RC structures. Dans: Procedia Structural Integrity, v. 44 ( 2023).
https://doi.org/10.1016/j.prostr.2023.01.244
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Colajanni, Piero / Pagnotta, Salvatore (2022): RC beams retrofitted by FRP oriented in any direction: Influence of the effectiveness factors. Dans: Engineering Structures, v. 266 (septembre 2022).
https://doi.org/10.1016/j.engstruct.2022.114589
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Granata, Michele Fabio / Messina, Davide / Colajanni, Piero / La Mendola, Lidia / Lo Giudice, Elio (2022): Performance of a historical cantilever reinforced concrete bridge with half-joint degradation. Dans: Structures, v. 37 (mars 2022).
https://doi.org/10.1016/j.istruc.2022.01.039
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Colajanni, Piero / La Mendola, Lidia / Monaco, Alessia / Pagnotta, Salvatore (2022): Seismic Performance of Earthquake-Resilient RC Frames Made with HSTC Beams and Friction Damper Devices. Dans: Journal of Earthquake Engineering, v. 26, n. 15 (mars 2022).
https://doi.org/10.1080/13632469.2021.1964652
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Colajanni, Piero / La Mendola, Lidia / Monaco, Alessia / Pagnotta, Salvatore (2021): Design of RC joints equipped with hybrid trussed beams and friction dampers. Dans: Engineering Structures, v. 227 (janvier 2021).
https://doi.org/10.1016/j.engstruct.2020.111442
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Colajanni, Piero / Pagnotta, Salvatore / Testa, Gabriele (2020): Comparison of fully non-stationary artificial accelerogram generation methods in reproducing seismicity at a given site. Dans: Soil Dynamics and Earthquake Engineering, v. 133 (juin 2020).
https://doi.org/10.1016/j.soildyn.2020.106135
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Colajanni, Piero / Recupero, Antonino / Spinella, Nino (2014): Design procedure for prestressed concrete beams. Dans: Computers and Concrete, v. 13, n. 2 (février 2014).
https://doi.org/10.12989/cac.2014.13.2.235
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Colajanni, Piero / Recupero, Antonino / Spinella, Nino (2012): Generalization of shear truss model to the case of SFRC beams with stirrups. Dans: Computers and Concrete, v. 9, n. 3 (mars 2012).
https://doi.org/10.12989/cac.2012.9.3.227
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Colajanni, Piero / La Mendola, Lidia / Monaco, Alessia (2018): Review of Push-Out and Shear Response of Hybrid Steel-Trussed Concrete Beams. Dans: Buildings, v. 8, n. 10 (octobre 2018).
https://doi.org/10.3390/buildings8100134
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Colajanni, Piero / La Mendola, Lidia / Latour, Massimo / Monaco, Alessia / Rizzano, Gianvittorio (2015): FEM analysis of push-out test response of Hybrid Steel Trussed Concrete Beams (HSTCBs). Dans: Journal of Constructional Steel Research, v. 111 (août 2015).
https://doi.org/10.1016/j.jcsr.2015.04.011
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Colajanni, Piero (1999): Braced Frames with Hysteretic Dissipative Devices: Seismic Response and Design Criteria. Dans: Journal of Earthquake Engineering, v. 3, n. 1 ( 1999).
https://doi.org/10.1080/13632469909350339
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Campione, Giuseppe / Colajanni, Piero / La Mendola, Lidia / Spinella, Nino (2007): Ductility of Reinforced Concrete Members Externally Wrapped with Fiber-Reinforced Polymer Sheets. Dans: Journal of Composites for Construction, v. 11, n. 3 (juin 2007).
https://doi.org/10.1061/(asce)1090-0268(2007)11:3(279)
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Colajanni, Piero / De Domenico, Fabrizio / Recupero, Antonino / Spinella, Nino (2014): Concrete columns confined with fibre reinforced cementitious mortars: Experimentation and modelling. Dans: Construction and Building Materials, v. 52 (février 2014).
https://doi.org/10.1016/j.conbuildmat.2013.11.048
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Colajanni, Piero / Fossetti, Marinella / Macaluso, Giuseppe (2014): Effects of confinement level, cross-section shape and corner radius on the cyclic behavior of CFRCM confined concrete columns. Dans: Construction and Building Materials, v. 55 (mars 2014).
https://doi.org/10.1016/j.conbuildmat.2014.01.035
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Spinella, Nino / Colajanni, Piero / Recupero, Antonino (2014): Experimental in situ behaviour of unreinforced masonry elements retrofitted by pre-tensioned stainless steel ribbons. Dans: Construction and Building Materials, v. 73 (décembre 2014).
https://doi.org/10.1016/j.conbuildmat.2014.09.116
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Campione, Giuseppe / Colajanni, Piero / Monaco, Alessia (2016): Analytical evaluation of steel–concrete composite trussed beam shear capacity. Dans: Materials and Structures, v. 49, n. 8 (août 2016).
https://doi.org/10.1617/s11527-015-0711-6
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Colajanni, Piero / La Mendola, Lidia / Latour, Massimo / Monaco, Alessia / Rizzano, Gianvittorio (2017): Analytical prediction of the shear connection capacity in composite steel–concrete trussed beams. Dans: Materials and Structures, v. 50, n. 1 (février 2017).
https://doi.org/10.1617/s11527-016-0931-4
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Recupero, Antonino / Spinella, Nino / Colajanni, Piero / Scilipoti, Cosimo D. (2014): Increasing the Capacity of Existing Bridges by Using Unbonded Prestressing Technology: A Case Study. Dans: Advances in Civil Engineering, v. 2014 ( 2014).
https://doi.org/10.1155/2014/840902
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Colajanni, Piero / Fossetti, Marinella / Papia, Maurizio (2013): An Analytical Step-by-Step Procedure to Derive the Flexural Response of RC Sections in Compression. Dans: Advances in Civil Engineering, v. 2013 ( 2013).
https://doi.org/10.1155/2013/275657
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Colajanni, Piero / Papia, Maurizio (1995): Seismic response of braced frames with and without friction dampers. Dans: Engineering Structures, v. 17, n. 2 (février 1995).
https://doi.org/10.1016/0141-0296(95)92644-n
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Colajanni, Piero / Fossetti, Marinella / Papia, Maurizio (2013): Analytical prediction of ultimate moment and curvature of RC rectangular sections in compression. Dans: Bulletin of Earthquake Engineering, v. 11, n. 6 (juin 2013).
https://doi.org/10.1007/s10518-013-9471-2
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Colajanni, Piero / La Mendola, Lidia / Mancini, Giuseppe / Recupero, Antonino / Spinella, Nino (2014): Shear capacity in concrete beams reinforced by stirrups with two different inclinations. Dans: Engineering Structures, v. 81 (décembre 2014).
https://doi.org/10.1016/j.engstruct.2014.10.011
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Colajanni, Piero / Papia, Maurizio (1997): Hysteretic Behavior Characterization of Friction-Damped Braced Frames. Dans: Journal of Structural Engineering (ASCE), v. 123, n. 8 (août 1997).
https://doi.org/10.1061/(asce)0733-9445(1997)123:8(1020)
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Colajanni, Piero / La Mendola, Lidia / Recupero, Antonino (2013): Experimental test results vs. analytical prediction of welded joint strength in hybrid steel trussed concrete beams (HSTCBs). Dans: European Journal of Environmental and Civil Engineering, v. 17, n. 8 (septembre 2013).
https://doi.org/10.1080/19648189.2013.815135
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Colajanni, Piero / La Mendola, Lidia / Monaco, Alessia (2017): Experimental Investigation of the Shear Response of Precast Steel–Concrete Trussed Beams. Dans: Journal of Structural Engineering (ASCE), v. 143, n. 1 (janvier 2017).
https://doi.org/10.1061/(asce)st.1943-541x.0001642
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Colajanni, Piero / Recupero, Antonino / Spinella, Nino (2016): Increasing the flexural capacity of RC beams using steel angles and pre-tensioned stainless steel ribbons. Dans: Structural Concrete, v. 17, n. 5 (octobre 2016).
https://doi.org/10.1002/suco.201500187
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Colajanni, Piero / Recupero, Antonino / Spinella, Nino (2017): Increasing the shear capacity of reinforced concrete beams using pretensioned stainless steel ribbons. Dans: Structural Concrete, v. 18, n. 3 (juin 2017).
https://doi.org/10.1002/suco.201600089