Zobrazeno 1 - 10
of 408
pro vyhledávání: '"Engenharia estrutural, Engenharia civil"'
Publikováno v:
International Journal of Rail Transportation. :1-32
This article presents the validation of a non-linear FE numerical model of a multi-span stone arch railway bridge based on experimental tests and under in-service freight trains. Static loading tests allow evaluating the bridge response in terms of v
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::dddd7a932a859a79f4a3181dd0e36da9
https://doi.org/10.1080/23248378.2022.2133783
https://doi.org/10.1080/23248378.2022.2133783
Publikováno v:
Structure and Infrastructure Engineering. :1-20
This paper reports on a numerical study focused on the characterization of the masonry and infill material behaviour of stone arch railway bridges. The study is based on experimental data from testing campaigns carried out in materials of two granite
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e25b45912ae8c4f41e3121fdf893dc73
https://doi.org/10.1080/15732479.2022.2119585
https://doi.org/10.1080/15732479.2022.2119585
Publikováno v:
Structures. 38:108-122
The simulation of the dynamic behavior of the train-track system is strongly dependent on the accuracy of the numerical models of the train and track subsystems. The use of calibrated numerical models of the railway vehicles, based on experimental da
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::938e2c6f1808cc996bd7cedfc3a7d31f
https://doi.org/10.1016/j.istruc.2022.01.085
https://doi.org/10.1016/j.istruc.2022.01.085
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
One of the significant challenges concerning earthquake risk mitigation is the seismic vulnerability assessment of existing buildings that were not designed according to modern codes. Several authors recognized that the infill walls might significant
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ef0d4612640f727ddbf20a63cb358cfe
https://doi.org/10.1016/j.istruc.2021.08.102
https://doi.org/10.1016/j.istruc.2021.08.102
Short-span railway bridges subjected to high-speed traffic are structures where dynamic effects are mandatory. Additionally, the variability associated with materials and geometric characteristics introduces uncertainty to the safety assessment of ra
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1406::37b0fcc65a3b91dee53ef8495d03e2d3
https://hdl.handle.net/10216/140850
https://hdl.handle.net/10216/140850
Publikováno v:
Earthquake Engineering & Structural Dynamics. 50:3695-3712
Mexico highway network has more than 14,000 bridges. Most of them are reinforced concrete (RC) structures. The bridges design process incorporates the use of an overstrength factor that is not justified and has received little attention in published
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b30c89fcfe031fa8e760f68beb853c8c
https://doi.org/10.1002/eqe.3528
https://doi.org/10.1002/eqe.3528
Autor:
José Melo, Zafiris Triantafyllidis, David Rush, Luke Bisby, Tiziana Rossetto, António Arêde, Humberto Varum, Ioanna Ioannou
Publikováno v:
Melo, J, Triantafyllidis, Z, Rush, D, Bisby, L A, Rossetto, T, Arede, A, Varum, H & Ioannou, I 2022, ' Cyclic behaviour of as-built and strengthened existing reinforced concrete columns previously damaged by fire ', Engineering Structures, vol. 266, 114584 . https://doi.org/10.1016/j.engstruct.2022.114584
A structure, during its life, may be subjected to multiple hazards. These hazards are sometimes combined over a short period of time, or in some cases occur many years apart, with the first hazard influencing the structural response under a second ha
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fe7dd2d38ac580874f4ec18c9dc35473
https://hdl.handle.net/20.500.11820/db0d94f4-98ed-49a2-a787-1de06c0de772
https://hdl.handle.net/20.500.11820/db0d94f4-98ed-49a2-a787-1de06c0de772
The existing infilled reinforced concrete (RC) buildings' poor energy performance is responsible for a significant part of the energy consumption in the European Union (EU). In addition, recent earthquakes showed the seismic vulnerability of the exis
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d17b201d9a64ee3f25107fbe47c0f768
http://hdl.handle.net/10773/34343
http://hdl.handle.net/10773/34343