Mario D’Aniello

3.8k total citations
112 papers, 2.6k citations indexed

About

Mario D’Aniello is a scholar working on Civil and Structural Engineering, Building and Construction and Mechanical Engineering. According to data from OpenAlex, Mario D’Aniello has authored 112 papers receiving a total of 2.6k indexed citations (citations by other indexed papers that have themselves been cited), including 101 papers in Civil and Structural Engineering, 49 papers in Building and Construction and 14 papers in Mechanical Engineering. Recurrent topics in Mario D’Aniello's work include Structural Load-Bearing Analysis (64 papers), Seismic Performance and Analysis (47 papers) and Structural Behavior of Reinforced Concrete (46 papers). Mario D’Aniello is often cited by papers focused on Structural Load-Bearing Analysis (64 papers), Seismic Performance and Analysis (47 papers) and Structural Behavior of Reinforced Concrete (46 papers). Mario D’Aniello collaborates with scholars based in Italy, United Kingdom and Belgium. Mario D’Aniello's co-authors include Raffaele Landolfo, Roberto Tartaglia, Raffaele Landolfo, Silvia Costanzo, Gaetano Della Corte, Mariana Zimbru, Francesco Portioli, Gianvittorio Rizzano, Vincenzo Piluso and Gian A. Rassati and has published in prestigious journals such as SHILAP Revista de lepidopterología, Composites Part B Engineering and Composite Structures.

In The Last Decade

Mario D’Aniello

106 papers receiving 2.5k citations

Peers

Mario D’Aniello

CSE

Alaa E. Elwi Canada

Jianguo Nie China

Mohammad Zaman Kabir Iran

Dan Dubină Romania

Rangachari Narayanan United Kingdom

Javad Vaseghi Amiri Iran

Charles W. Roeder United States

Paulo Vila Real Portugal

Matthew R. Eatherton United States

James O. Jirsa United States

Alaa E. Elwi Canada

Mario D’Aniello

1.4k ×0.5

CSE

762 ×0.6

231 ×0.8

276 ×1.1

80 ×0.5

CSE

Citations per year, relative to Mario D’Aniello Mario D’Aniello (= 1×) peers Alaa E. Elwi

Countries citing papers authored by Mario D’Aniello

Since Specialization

Citations

This map shows the geographic impact of Mario D’Aniello's research. It shows the number of citations coming from papers published by authors working in each country. You can also color the map by specialization and compare the number of citations received by Mario D’Aniello with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Mario D’Aniello more than expected).

Fields of papers citing papers by Mario D’Aniello

Since Specialization

Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by Mario D’Aniello. Nodes represent research fields, and links connect fields that are likely to share authors. Colored nodes show fields that tend to cite the papers produced by Mario D’Aniello. The network helps show where Mario D’Aniello may publish in the future.

Co-authorship network of co-authors of Mario D’Aniello

This figure shows the co-authorship network connecting the top 25 collaborators of Mario D’Aniello. A scholar is included among the top collaborators of Mario D’Aniello based on the total number of citations received by their joint publications. Widths of edges represent the number of papers authors have co-authored together. Node borders signify the number of papers an author published with Mario D’Aniello. Mario D’Aniello is excluded from the visualization to improve readability, since they are connected to all nodes in the network.

All Works

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20 of 20 papers shown

D’Aniello, Mario, et al.. (2025). An extension of EC8-concepts to AISC-like design criteria for ductile stainless steel end-plate moment connections. Engineering Structures. 332. 120035–120035. 3 indexed citations

D’Aniello, Mario, et al.. (2025). Shake table test on a steel moment resisting frame with nonstructural elements. Engineering Structures. 333. 120191–120191. 1 indexed citations

Latour, Massimo, Atsushi Sato, Mario D’Aniello, Raffaele Landolfo, & Gianvittorio Rizzano. (2024). Flexural response of metallurgically bonded steel-aluminium foam-steel panels and composite beams. Engineering Structures. 322. 119114–119114. 1 indexed citations

Landolfo, Raffaele, et al.. (2024). Shake‐table tests on steel moment‐resisting frames with detachable yielding zones. Earthquake Engineering & Structural Dynamics. 53(12). 3798–3819. 7 indexed citations

Tartaglia, Roberto, et al.. (2024). Steel Beam-to-Column Friction Joint under a Column Loss Scenario. Buildings. 14(3). 784–784. 3 indexed citations

Tartaglia, Roberto, et al.. (2024). Seismic upgrade of a non-code compliant multi-storey steel building: A case study. Journal of Building Engineering. 95. 110151–110151. 2 indexed citations

D’Aniello, Mario, et al.. (2024). Advanced Fatigue Assessment of Riveted Railway Bridges on Existing Masonry Abutments: An Italian Case Study. Buildings. 14(8). 2271–2271.

Tartaglia, Roberto, Mario D’Aniello, Giuseppe Maddaloni, & Raffaele Landolfo. (2024). Seismic Performance of Moment-Resisting–Eccentrically Braced Dual Frame Equipped with Detachable Links. Applied Sciences. 14(11). 4676–4676. 1 indexed citations

Sarno, Luigi Di, Fabio Freddi, Mario D’Aniello, et al.. (2024). Biaxial seismic response of base-column connections in sub-standard steel buildings: dataset. SHILAP Revista de lepidopterología. 4. 161–161. 1 indexed citations

10.

Costanzo, Silvia, Mario D’Aniello, & Raffaele Landolfo. (2023). Nonlinear Static Response of Low-Moderate Ductile Chevron Concentrically Braced Frames Designed According to Eurocode 8. Buildings. 13(1). 120–120.

11.

Tartaglia, Roberto, Mario D’Aniello, & Mariana Zimbru. (2020). Experimental and numerical study on the T-Stub behaviour with preloaded bolts under large deformations. Structures. 27. 2137–2155. 66 indexed citations

12.

Costanzo, Silvia, Mario D’Aniello, & Raffaele Landolfo. (2020). Seismic design rules for ductile Eurocode-compliant two-storey X concentrically braced frames. Steel and Composite Structures. 36(3). 273–291. 19 indexed citations

13.

Landolfo, Raffaele, Mario D’Aniello, Roberto Tartaglia, et al.. (2018). EQUALJOINTS PLUS - Volume with pre-normative design recommendations for seismically qualified steel joints. Open Repository and Bibliography (University of Liège). 7 indexed citations

14.

Landolfo, Raffaele, Mario D’Aniello, Silvia Costanzo, et al.. (2018). EQUALJOINTS PLUS - Volume with information borchures for 4 seimsically qualified joints. Open Repository and Bibliography (University of Liège). 1 indexed citations

15.

Landolfo, Raffaele, Mario D’Aniello, Silvia Costanzo, et al.. (2018). EQUALJOINTS PLUS - Brochuras informativas relativas a 4 ligaçoes pré-qualificadas para zonas sismicas. Open Repository and Bibliography (University of Liège). 1 indexed citations

16.

Costanzo, Silvia, Mario D’Aniello, & Raffaele Landolfo. (2018). Proposal of design rules for ductile X‐CBFS in the framework of EUROCODE 8. Earthquake Engineering & Structural Dynamics. 48(1). 124–151. 44 indexed citations

17.

D’Aniello, Mario, et al.. (2018). Seismic behaviour of gravity load designed flush end-plate joints. Steel and Composite Structures. 26(5). 621. 16 indexed citations

18.

D’Aniello, Mario, et al.. (2017). Simplified criteria for finite element modelling of European preloadable bolts. Steel and Composite Structures. 24(6). 643–658. 85 indexed citations

19.

D’Aniello, Mario, et al.. (2016). Monotonic and cyclic inelastic tensile response of European preloadable gr10.9 bolt assemblies. Journal of Constructional Steel Research. 124. 77–90. 87 indexed citations

20.

Portioli, Francesco, Lucrezia Cascini, Claudia Casapulla, & Mario D’Aniello. (2013). Limit analysis of masonry walls by rigid block modelling with cracking units and cohesive joints using linear programming. Engineering Structures. 57. 232–247. 34 indexed citations

Rankless uses publication and citation data sourced from OpenAlex, an open and comprehensive bibliographic database. While OpenAlex provides broad and valuable coverage of the global research landscape, it—like all bibliographic datasets—has inherent limitations. These include incomplete records, variations in author disambiguation, differences in journal indexing, and delays in data updates. As a result, some metrics and network relationships displayed in Rankless may not fully capture the entirety of a scholar's output or impact.

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