Zobrazeno 1 - 10
of 30
pro vyhledávání: '"Fernando Gómez-Martínez"'
Publikováno v:
Buildings, Vol 13, Iss 8, p 2051 (2023)
Performance-based seismic codes ensure proper inelastic behaviour of reinforced concrete frames through capacity design, among others. This strategy relies not only on avoiding brittle failures and providing ductility to plastic hinges but also in th
Externí odkaz:
https://doaj.org/article/60478c40a8fc4e24b09eb1fee8573ebe
Publikováno v:
Buildings, Vol 12, Iss 11, p 2015 (2022)
Current formulations proposed by Eurocode 8 part 3 for the inelastic deformations of existing reinforced concrete members are assessed separately for wide beams (WB) and conventional deep beams (DB). The current approach, based on a large experimenta
Externí odkaz:
https://doaj.org/article/8c232e4261054476b648a703cec4b311
Autor:
RONI FERNANDO GÓMEZ-MARTÍNEZ, JESÚS MANUEL LÓPEZ-VILA, WILFREDO A. MATAMOROS, ALFONSO A. GONZÁLEZ-DÍAZ, ADÁN ENRIQUE GÓMEZ-GONZÁLEZ
To accurately identify the species that make up the assemblage of the family Cichlidae in the Mexican state of Chiapas, we first updated the total species account (36 species) for the state and then created an identification key. For the distribution
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0f347cbf17f71d72e36f3c54f1f9899b
https://zenodo.org/record/7003450
https://zenodo.org/record/7003450
Akademický článek
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Publikováno v:
Engineering Structures. 211:110232
The assessment of the vulnerability of buildings subjected to earthquake-induced liquefaction requires the definition of an integrated damage scale accounting both for ground motion damage and permanent ground movements. The latter can cause rigid-bo
Potential relevance of differential settlements in earthquake-induced liquefaction damage assessment
Autor:
Fernando Gómez-Martínez, Millen, Maxim D. L., Pedro Alves Costa, Xavier Romão, António Viana da Fonseca
Publikováno v:
CIÊNCIAVITAE
Viana Da Fonseca, A. Viana P
16th European Conference on Earthquake Engineering-Thessaloniki
Viana Da Fonseca, A. Viana P
16th European Conference on Earthquake Engineering-Thessaloniki
The assessment of vulnerability of buildings subjected to earthquake-induced liquefaction requires the definition of an integrated damage scale accounting both for ground motion damage and ground permanent movements, which cause rigid-body settlement
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0b52ede19fa48b40c3ed4300c1d65d3a
https://hdl.handle.net/10216/133859
https://hdl.handle.net/10216/133859
Autor:
Fernando Gómez-Martínez, Arianna Guardiola-Víllora, Agustin Perez-Garcia, Agustin P. Guardiola
Publikováno v:
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname
instname
A significant part of the European residential building stock is architectural heritage and is protected by law in different grades. Although these dwellings seldom fulfil the current eco-efficiency requirements, listed buildings are exempt from ener
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0a08a1443cd2c33333bca8aa3dd585f4
http://hdl.handle.net/10251/121255
http://hdl.handle.net/10251/121255
Autor:
Angeles Mas Tomás, Carlos Lerma Elvira, José M. Sanchis, Fernando Gómez-Martínez, Enrique Gil Benso
Publikováno v:
INTED proceedings.
Autor:
Fernando Gómez-Martínez, Gerardo Mario Verderame, Flavia De Luca, Agustin Pérez-García, Alonso Alonso-Durá
Publikováno v:
Gómez-Martínez, F, Verderame, G M, De Luca, F, Pérez-García, A & Alonso-Durá, A 2017, Local and Global Ductility of Wide-Beam RC Frames . in 16th World Conference on Earthquake Engineering, 16WCEE 2017, Santiago, Chile ., 4305, National Information Centre for Earthquake Engineering (NICEE), Kanpur, India . < http://www.nicee.org/wcee/index2.php >
University of Bristol-PURE
University of Bristol-PURE
Italian and Spanish seismic codes prescribe lower behaviour factor (q) for wide-beam reinforced concrete moment resisting frames (WBF) with respect to conventional q factors adopted for deep-beam frames (DBF). Conversely, other relevant seismic codes
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::c07638d9c8b5d348acab103081f895ca
https://hdl.handle.net/1983/2bd73b42-8934-45fa-85eb-ecba6e295d68
https://hdl.handle.net/1983/2bd73b42-8934-45fa-85eb-ecba6e295d68
Publikováno v:
Gómez-Martínez, F, Alonso-Durá, A, De Luca, F & Verderame, G M 2016, ' Seismic performances and behaviour factor of wide-beam and deep-beam RC frames ', Engineering Structures, vol. 125, pp. 107-123 . https://doi.org/10.1016/j.engstruct.2016.06.034
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname
[EN] Reinforced Concrete Wide-Beam Frames (WBF) are a common architectural solution in Mediterranean countries. On this structural typology there is not yet a uniform approach among European codes: while Eurocode 8, as other relevant seismic codes in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1c2b499a12750a41e5a5c4929b4de548
http://hdl.handle.net/11588/636162
http://hdl.handle.net/11588/636162