Zobrazeno 1 - 10
of 32
pro vyhledávání: '"Alfredo Campos Costa"'
Autor:
Stylianos Kallioras, António A. Correia, Paulo X. Candeias, Alfredo Campos Costa, Francesco Graziotti
Publikováno v:
Data in Brief, Vol 52, Iss , Pp 109813- (2024)
This data paper outlines detailed information on the acquisition and use of sensor measurements from shake-table experiments on a full-scale unreinforced masonry building. The tests were carried out at the shake-table facilities of the National Labor
Externí odkaz:
https://doaj.org/article/7dab0cadf2ab4130bd23c2f12abbea98
Autor:
Filipe L. Ribeiro, Paulo X. Candeias, António A. Correia, Alexandra R. Carvalho, Alfredo Campos Costa
Publikováno v:
Applied Sciences, Vol 12, Iss 17, p 8570 (2022)
The safety and resilience of school buildings against natural disasters is of paramount importance since schools represent a reference point for communities. Such significance is not only related to the direct consequences of collapse on a vulnerable
Externí odkaz:
https://doaj.org/article/f6a82f92f8a04eb79ee93e134b467824
Autor:
Stefano Pampanin, Jonathan Ciurlanti, Simona Bianchi, Daniele Perrone, Gabriele Granello, Michele Palmieri, Damian N. Grant, Alessandro Palermo, Alfredo Campos Costa, Paulo X. Candeias, António A. Correia
Publikováno v:
Earthquake Engineering & Structural Dynamics.
Publikováno v:
Bulletin of Earthquake Engineering. 20:6229-6265
Despite the fact that in recent years Portugal has not seen the occurrence of high-magnitude earthquakes, it remains threatened by these events due to its geographic location. Since the 1960s, reinforced concrete has been the most used material for n
Earthquakes are a major cause of damage and human losses to the built environment, including cultural heritages, monumental buildings and historical centers. In the last decades the seismic performance of buildings has received special attention due
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ce4af9ae16a7f450df1f2886128a1bbf
https://doi.org/10.21203/rs.3.rs-2578562/v1
https://doi.org/10.21203/rs.3.rs-2578562/v1
Publikováno v:
Earthquake Engineering & Structural Dynamics. 51:2036-2054
Publikováno v:
Bulletin of Earthquake Engineering. 17:2165-2198
This paper describes a shake table test on a one-storey full-scale unreinforced masonry structure, which complements an earlier testing of a two-storey structure with similar characteristics. The building specimen was meant to represent the upper flo
Autor:
Alfredo Campos Costa, Stefano Pampanin, Paulo Candeias, Daniele Perrone, Simona Bianchi, Jonathan Ciurlanti, António A. Correia, Andre Filiatrault
Post-earthquake damage reports have continuously highlighted the significant vulnerability of nonstructural elements to seismic events. Nonstructural damage has severe impact in the building recovery, increasing the socioeconomic losses even for low
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3dec5be030c1dd8c956616b02447576d
https://hdl.handle.net/11587/451411
https://hdl.handle.net/11587/451411
Autor:
Pampanin, Stefano, Ciurlanti, Jonathan, Bianchi, Simona, Daniele, Perrone, Michele, Palmieri, Damian, Grant, Gabriele, Granello, Alessandro, Palermo, Andre, Filiatrault, Alfredo Campos Costa, Paolo, Candeias, Antonio, Correia
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3686::711371fab12ec902bbae91c4cc877684
http://hdl.handle.net/11573/1504183
http://hdl.handle.net/11573/1504183
Autor:
Stefano Pampanin, Jonathan Ciurlanti, Simona Bianchi, Daniele Perrone, Michele Palmieri, Darmian Grant, Gabriele Granello, Alessandro Palermo, Andre Filiatrault, Alfredo Campos Costa, Paolo Candeias, Antonio Correia
Lessons from recent earthquakes have provided a tough reality check of the current seismic design approach, highlighting a critical mismatch between societal expectations over the reality of seismic performance of modern buildings. The performance-ba
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4034::b300290873940870e903899a834f11d8
https://hdl.handle.net/11587/443805
https://hdl.handle.net/11587/443805