Zobrazeno 1 - 10
of 109
pro vyhledávání: '"Jose M. Adam"'
Autor:
Giacomo Caredda, Nirvan Makoond, Manuel Buitrago, Juan Sagaseta, Marios Chryssanthopoulos, Jose M. Adam
Publikováno v:
Developments in the Built Environment, Vol 15, Iss , Pp 100194- (2023)
As building structures in different parts of the world become increasingly exposed to extreme events, there has been a notable research and professional effort to ensure the design of more robust buildings which are insensitive to local failures. At
Externí odkaz:
https://doaj.org/article/375048068480416187587d7a787ad9d8
Publikováno v:
Structures. 52:824-841
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::62070ad94fc7db1dbb76e03529430b2d
https://doi.org/10.1016/j.istruc.2023.03.146
https://doi.org/10.1016/j.istruc.2023.03.146
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 176:236-241
This paper contains a summary of the experience obtained by researchers at the Instituto Universitario de Ciencia y Tecnología del Hormigón (ICITECH) at Universitat Politècnica de València (Spain), in the last 30 years of investigating reinforced
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::93dbb1414799450786f1e8bd3cc51d04
https://doi.org/10.1680/jstbu.20.00271
https://doi.org/10.1680/jstbu.20.00271
Publikováno v:
Structures Congress 2023.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fdc928b6b71fd546e70ff29eb87d45d4
https://doi.org/10.1061/9780784484777.002
https://doi.org/10.1061/9780784484777.002
[EN] Over the past few decades, increasing awareness of the need for more resilient infrastructure has led to a great increase in the amount of research being performed on the progressive collapse and structural robustness of buildings. Due to their
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4086eca1bb813140a3d7eff05acb3569
https://hdl.handle.net/10251/192200
https://hdl.handle.net/10251/192200
Publikováno v:
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
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[EN] This study aimed to experimentally analyse the robustness of riveted steel bridges based on truss-type structures and to define practical recommendations for early detection of local failures before they cause progressive structural collapse. Al
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::51ebc08b04d1b78fa6663f69d5381949
https://doi.org/10.1016/j.istruc.2020.12.005
https://doi.org/10.1016/j.istruc.2020.12.005
[EN] Strategic major infrastructure ageing requires structural health monitoring usage to avoid critical safety issues and disasters. Machine Learning can be a valuable tool to automate the process of analysing raw monitoring data. Usually, frequency
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9049115f5c8ae023f0e064ed57952d90
https://hdl.handle.net/10251/190868
https://hdl.handle.net/10251/190868
[EN] Simplified mechanics-based approaches for the seismic performance analysis are used for the risk assessment of large bridge portfolios. This study evaluates the applicability and effectiveness of displacement-based assessment (DBA) and nonlinear
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::49807eb006b4d80fd9f3af429710b30f
https://doi.org/10.1016/j.engstruct.2021.113832
https://doi.org/10.1016/j.engstruct.2021.113832
Autor:
Joaquín G. Ruiz-Pinilla, Francisco J. Pallarés, Jose M. Adam, Antoni Cladera, Pedro A. Calderón
[EN] Column strengthening is a very common practice for improving the seismic performance of reinforced concrete frame structures or repairing damage after a seismic event. Several methods are employed for column strengthening, which can improve colu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f1a62cf68c2ab9088d48ca79172871a1
https://doi.org/10.1016/j.jobe.2021.103445
https://doi.org/10.1016/j.jobe.2021.103445
Autor:
Salvador Ivorra, Manuel Buitrago, Ersilia Giordano, Francesco Clementi, Jose M. Adam, Elisa Bertolesi
Publikováno v:
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname
instname
[EN] This paper contains a numerical study based on tests carried out at the Universitat Politècnica de València (Spain) on a U-shaped unreinforced and TRM-reinforced masonry building structure subjected to horizontal loads. The masonry was compose
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9edb40f3165f27076d312afd0574314e
https://doi.org/10.1061/(asce)em.1943-7889.0002017
https://doi.org/10.1061/(asce)em.1943-7889.0002017