F
Fulvio Parisi
Researcher at University of Naples Federico II
Publications - 97
Citations - 2605
Fulvio Parisi is an academic researcher from University of Naples Federico II. The author has contributed to research in topics: Masonry & Unreinforced masonry building. The author has an hindex of 22, co-authored 86 publications receiving 1815 citations. Previous affiliations of Fulvio Parisi include National Research Council.
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Research and practice on progressive collapse and robustness of building structures in the 21st century
TL;DR: In this paper, the authors present an ambitious review that describes all the main advances that have taken place since the beginning of the 21st century in the field of progressive collapse and robustness of buildings.
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Progressive collapse fragility of reinforced concrete framed structures through incremental dynamic analysis
TL;DR: In this article, structural safety is assessed without considering extreme load conditions that may cause global system collapse as a consequence of local failures in a component or localized portion of the structure, thus neglecting uncertainties in loads and system capacity.
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Learning from Construction Failures due to the 2009 L’Aquila, Italy, Earthquake
Nicola Augenti,Fulvio Parisi +1 more
TL;DR: In this article, the authors focused on actual performance of older and more recently constructed building structures during the 2009 L'Aquila earthquake and analyzed the most significant observed damages associated with theoretical failure modes for both reinforced concrete and unreinforced masonry buildings.
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In-plane behaviour of tuff masonry strengthened with inorganic matrix–grid composites
TL;DR: In this article, diagonal compression tests on tuff masonry specimens before and after the application of an inorganic matrix-grid (IMG) composite are discussed, and three IMG system layouts were investigated: single-side strengthening, single side strengthening with steel fibre-reinforced polymer (SFRP) ties; and double-side reinforcement.
Non-Linear Seismic Analysis of Masonry Buildings
TL;DR: In this paper, an evolutionary spread plasticity macro-element has been developed and static pushover procedures for individual masonry walls, as well as entire buildings, are presented and discussed in detail.