Zobrazeno 1 - 10
of 30
pro vyhledávání: '"Parisi, Fulvio"'
Prompt and efficient responses against natural hazards are needed to build cities capable of withstanding disasters, namely resilient cities. This study aims at presenting and testing synthetic resilience indices over a real urban center threatened b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3730::a44ab216e35fcac0934323ed34fc9968
http://hdl.handle.net/11588/712073
http://hdl.handle.net/11588/712073
Publikováno v:
Materials and Structures. 55
Recent studies have shown how the variability of material properties affects the nonlinear behaviour of unreinforced masonry (URM) walls. To preserve the historical built heritage, variations in structural capacity of URM buildings associated to agin
In recent years, the occurrence of a series of extreme events has raised awareness of what progressive collapse of mainstream reinforced concrete frame structures can cause in terms of damage and direct/indirect losses. Even though these low-probabil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5e6e8e4e8f6c215484dacbf3785f7e34
http://hdl.handle.net/11588/887062
http://hdl.handle.net/11588/887062
All around the world, non-engineered masonry constructions (NECs) typically have high vulnerability to seismic ground motion, resulting in heavy damage and severe casualties after earthquakes. Even though a number of computational strategies have bee
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bd0ffd07e94dae4c6fa76a5aa3870cbd
http://hdl.handle.net/11588/855621
http://hdl.handle.net/11588/855621
Publikováno v:
Buildings
Volume 11
Issue 1
Buildings, Vol 11, Iss 7, p 7 (2021)
Volume 11
Issue 1
Buildings, Vol 11, Iss 7, p 7 (2021)
Precast concrete (PC) plays an important role in the industrialization processes of buildings, so it is critical to study the seismic performance of such structures. Several experimental and numerical studies have been conducted to investigate the be
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3ad56c4fb79f04fd3e9ad1cefad02dce
http://hdl.handle.net/11588/831060
http://hdl.handle.net/11588/831060
Autor:
Anna Scotto di Santolo, Francesco Silvestri, Filomena de Silva, Fulvio Parisi, Annachiara Piro
Large scale simulations and forensic analyses of the seismic behaviour of real case studies are often based on simplified analytical approaches to estimate the reduction in fundamental frequency and the amount of radiation damping induced by dynamic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f3e00e728fb4ebda8f1ce7ea9531279f
http://hdl.handle.net/11588/773739
http://hdl.handle.net/11588/773739
Autor:
Fulvio Parisi, Martina Scalvenzi
Natural and man-made disasters often produce the collapse of multiple structural members at the ground floor of buildings, which may trigger a progressive collapse of the structure. Nonetheless, only a few experimental tests and numerical studies hav
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::dedd14b65fdcc34170bc6ca8721ff06b
http://hdl.handle.net/11588/831065
http://hdl.handle.net/11588/831065
Publikováno v:
Structural Concrete. 20:68-84
The definition of performance limit states for progressive collapse design and assessment of civil structures is an open issue and deserves special attention in view of future building codes and standards. In this study, the main findings of a multil
Autor:
Giuseppe Sabella, Fulvio Parisi
Publikováno v:
Engineering Structures. 131:28-43
Flow-type landslides may be triggered by several events such as heavy rainfalls, typically producing huge losses. Landslide risk may be rationally evaluated and mitigated with probabilistic approaches. In this paper, physical vulnerability of reinfor
Publikováno v:
Construction and Building Materials. 105:165-175
In last decades, several computational strategies have been proposed for masonry structures, which form a large fraction of worldwide built heritage. In this study, a micromechanical model is proposed for tuff stone masonry by assuming a periodic com