Zobrazeno 1 - 10
of 30
pro vyhledávání: '"Paulo Candeias"'
Publikováno v:
Buildings, Vol 12, Iss 6, p 840 (2022)
Old masonry buildings, which are frequently part of the cities-built heritage, are vulnerable to seismic actions. Thus, it is important to conduct efficient seismic strengthening interventions that allow maintenance of the existing building to minimi
Externí odkaz:
https://doaj.org/article/edbed70efbf148358f9217c725a3cb98
Autor:
Luís Filipe Lages Martins, Ana Isabel Marques, Álvaro Silva Ribeiro, Paulo Candeias, Maria do Rosário Veiga, João Gomes Ferreira
Publikováno v:
Applied Sciences, Vol 10, Iss 1, p 371 (2020)
This paper addresses the planar measurement problem in the destructive mechanical testing of masonry specimens, describing the proposed optical measurement solution. The adopted affine geometrical camera model is described as well as its experimental
Externí odkaz:
https://doaj.org/article/025c47e2c3164e6a8c1e3f7be62d72bc
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bc798fe9602e0843e3ac6e4e439cdec5
https://doi.org/10.1007/s10518-022-01434-8
https://doi.org/10.1007/s10518-022-01434-8
Publikováno v:
2nd Croatian Conference on Earthquake Engineering ‒ 2CroCEE.
The seismic performance of buildings has received special attention due to the interest in the built heritage conservation and protection of human life. The historic urban centers are dominated by old unreinforced masonry (URM) buildings, which techn
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::86de10a6cc8daa346c1a5f87896906f7
https://doi.org/10.5592/co/2crocee.2023.127
https://doi.org/10.5592/co/2crocee.2023.127
Publikováno v:
Earthquake Engineering & Structural Dynamics. 51:2036-2054
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::31412ae4d3b81c51f1bee29748508c85
https://doi.org/10.1002/eqe.3652
https://doi.org/10.1002/eqe.3652
Publikováno v:
Buildings; Volume 12; Issue 6; Pages: 840
Old masonry buildings, which are frequently part of the cities-built heritage, are vulnerable to seismic actions. Thus, it is important to conduct efficient seismic strengthening interventions that allow maintenance of the existing building to minimi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e11806766f6f264fe263fae7e644f925
Autor:
Nicoletta Bianchini, Chiara Calderini, Nuno Mendes, Michela Rossi, Paulo Candeias, Paulo B. Lourenço
The seismic safety assessment of 3D complex structural elements of historic buildings, such as cross vaults, is a challenge and experimental tests can provide relevant data for this purpose. This paper presents the results of two experimental campaig
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1798204da7eb67f35c0811728e0b92a9
https://doi.org/10.21203/rs.3.rs-188815/v1
https://doi.org/10.21203/rs.3.rs-188815/v1
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
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::271cc46045babbba4fbf77e46d22b95b
https://doi.org/10.1007/s10518-018-0507-5
https://doi.org/10.1007/s10518-018-0507-5
Publikováno v:
Engineering Structures. 166:93-106
After the large destruction of Lisbon due to the 1755 earthquake, the city had to be completely rebuilt. The innovative “Pombalino” buildings, named after the Prime Minister Marquis of Pombal, were then developed. This type of building is charact
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9d370164a3ac9427d29622f6381be11b
https://doi.org/10.1016/j.engstruct.2018.03.036
https://doi.org/10.1016/j.engstruct.2018.03.036