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Massimiliano Ferraioli ORCID

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Ferraioli, Massimiliano / Laurenza, Biagio / Lavino, Angelo / De Matteis, Gianfranco (2024): Progressive collapse analysis and retrofit of a steel-RC building considering catenary effect. In: Journal of Constructional Steel Research, v. 213 (Februar 2024).

    https://doi.org/10.1016/j.jcsr.2023.108364

  2. Ferraioli, Massimiliano / Di Lauro, Gennaro / Crisci, Pasquale / Laezza, Gianfranco / Lavino, Angelo / Bellantoni, Carolina (2023): Seismic retrofit of a RC building using metallic yielding dampers: a case study. In: Procedia Structural Integrity, v. 44 ( 2023).

    https://doi.org/10.1016/j.prostr.2023.01.127

  3. Ferraioli, Massimiliano / Lavino, Angelo / Abruzzese, Donato / Mandara, Alberto / Avossa, Alberto Maria (2023): Seismic vulnerability analysis and structural rehabilitation of a historical masonry tower. In: Procedia Structural Integrity, v. 44 ( 2023).

    https://doi.org/10.1016/j.prostr.2023.01.141

  4. Ferraioli, Massimiliano / Concilio, Antonio / Molitierno, Carmine (2023): Seismic performance of a reinforced concrete building retrofitted with self-centering shape memory alloy braces. In: Procedia Structural Integrity, v. 44 ( 2023).

    https://doi.org/10.1016/j.prostr.2023.01.126

  5. Ferraioli, Massimiliano / Lavino, Angelo / Mandara, Alberto (2022): Progressive Collapse Assessment and Retrofit of a Multistory Steel Braced Office Building. In: International Journal of Steel Structures, v. 22, n. 4 (25 Juni 2022).

    https://doi.org/10.1007/s13296-022-00626-x

  6. Ferraioli, Massimiliano / Concilio, Antonio / Molitierno, Carmine (2022): Seismic performance of a reinforced concrete building retrofitted with self-centering shape memory alloy braces. In: Earthquake Engineering and Engineering Vibration, v. 21, n. 3 (25 Juni 2022).

    https://doi.org/10.1007/s11803-022-2113-4

  7. Ferraioli, Massimiliano (2021): Progressive Collapse Performance of Steel Beam-to-Column Connections: Critical Review of Experimental Results. In: The Open Construction and Building Technology Journal, v. 15, n. 1 (18 März 2021).

    https://doi.org/10.2174/1874836802115010152

  8. Ferraioli, Massimiliano / Lavino, Angelo / Molitierno, Carmine / Di Lauro, Gennaro (2021): Seismic Retrofit of an Existing Reinforced Concrete Building with Buckling-restrained Braces. In: The Open Civil Engineering Journal, v. 15, n. 1 (22 Februar 2021).

    https://doi.org/10.2174/1874149502115010203

  9. Bencivenga, Pasquale / Chisari, Corrado / Dell’Aversano, Costantino / Pasquino, Vittorio / Ferraioli, Massimiliano / Vasaturo, Adele / De Matteis, Gianfranco (2021): Dynamic Monitoring of an Existing Reinforced Concrete Building in Naples Port Area. In: The Open Civil Engineering Journal, v. 15, n. 1 (22 Februar 2021).

    https://doi.org/10.2174/1874149502115010226

  10. Ferraioli, Massimiliano / Avossa, Alberto Maria (2012): Base Isolation Seismic Retrofit of a Hospital Building in Italy. In: Journal of Civil Engineering and Architecture, v. 6, n. 3 (März 2012).

    https://doi.org/10.17265/1934-7359/2012.03.005

  11. Ferraioli, Massimiliano (2021): Behaviour Factor of Ductile Code-Designed Reinforced Concrete Frames. In: Advances in Civil Engineering, v. 2021 (Januar 2021).

    https://doi.org/10.1155/2021/6666687

  12. Ferraioli, Massimiliano / Lavino, Angelo / Abruzzese, Donato / Avossa, Alberto Maria (2020): Seismic Assessment, Repair and Strengthening of a Medieval Masonry Tower in Southern Italy. In: International Journal of Civil Engineering, v. 18, n. 9 (Juni 2020).

    https://doi.org/10.1007/s40999-020-00515-6

  13. Ferraioli, Massimiliano / Avossa, Alberto M. / Lavino, Angelo / Mandara, Alberto (2014): Accuracy of Advanced Methods for Nonlinear Static Analysis of Steel Moment-Resisting Frames. In: The Open Construction and Building Technology Journal, v. 8, n. 1 (Dezember 2014).

    https://doi.org/10.2174/1874836801408010310

  14. Ferraioli, Massimiliano / Avossa, Alberto Maria / Mandara, Alberto (2014): Assessment of Progressive Collapse Capacity of Earthquake-Resistant Steel Moment Frames Using Pushdown Analysis. In: The Open Construction and Building Technology Journal, v. 8, n. 1 (Dezember 2014).

    https://doi.org/10.2174/1874836801408010324

  15. Ferraioli, Massimiliano (2015): Case study of seismic performance assessment of irregular RC buildings: hospital structure of Avezzano (L'Aquila, Italy). In: Earthquake Engineering and Engineering Vibration, v. 14, n. 1 (Februar 2015).

    https://doi.org/10.1007/s11803-015-0012-7

  16. Ferraioli, Massimiliano (2019): A modal pushdown procedure for progressive collapse analysis of steel frame structures. In: Journal of Constructional Steel Research, v. 156 (Mai 2019).

    https://doi.org/10.1016/j.jcsr.2019.02.003

  17. Malangone, Pasquale / Ferraioli, Massimiliano (1998): A modal procedure for seismic analysis of non-linear base-isolated multistorey structures. In: Earthquake Engineering and Structural Dynamics, v. 27, n. 4 (April 1998).

    https://doi.org/10.1002/(sici)1096-9845(199804)27:4<397::aid-eqe736>3.0.co;2-y

  18. Ferraioli, Massimiliano (2016): Dynamic increase factor for pushdown analysis of seismically designed steel moment-resisting frames. In: International Journal of Steel Structures, v. 16, n. 3 ( 2016).

    https://doi.org/10.1007/s13296-015-0056-6

  19. Ferraioli, Massimiliano / Lavino, Angelo / Mandara, Alberto (2014): Behaviour Factor of code-designed steel moment-resisting frames. In: International Journal of Steel Structures, v. 14, n. 2 ( 2014).

    https://doi.org/10.1007/s13296-014-2005-1

  20. Ferraioli, Massimiliano (2017): Multi-mode pushover procedure for deformation demand estimates of steel moment-resisting frames. In: International Journal of Steel Structures, v. 17, n. 2 ( 2017).

    https://doi.org/10.1007/s13296-017-6022-8

  21. Ferraioli, Massimiliano / Lavino, Angelo / Mandara, Alberto (2017): 06.03: Dynamic increase factor for nonlinear static alternate path analysis of steel moment-resisting frames against progressive collapse. In: ce/papers, v. 1, n. 2-3 (September 2017).

    https://doi.org/10.1002/cepa.186

  22. Ferraioli, Massimiliano / Lavino, Angelo / Mandara, Alberto (2017): P11.01: A multi-mode pushover analysis procedure to estimate seismic demands for steel moment-resisting frames. In: ce/papers, v. 1, n. 2-3 (September 2017).

    https://doi.org/10.1002/cepa.534

  23. Ferraioli, Massimiliano / Miccoli, Lorenzo / Abruzzese, Donato (2018): Dynamic characterisation of a historic bell-tower using a sensitivity-based technique for model tuning. In: Journal of Civil Structural Health Monitoring, v. 8, n. 2 (März 2018).

    https://doi.org/10.1007/s13349-018-0272-9

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