Zobrazeno 1 - 10
of 114
pro vyhledávání: '"Enrique Hernández Montes"'
Publikováno v:
Informes de la Construccion, Vol 66, Iss Extra-1, Pp ed007-ed007 (2014)
Externí odkaz:
https://doaj.org/article/315e0b2e90a04b2fac363886e67ca184
Autor:
Enrique Hernández-Montes, Luisa Hdz-Gil, Chiara Coletti, Simone Dilaria, Luigi Germinario, Claudio Mazzoli
Publikováno v:
Heritage, Vol 6, Iss 1, Pp 483-491 (2023)
This work presents a methodology for obtaining a quantitative expression of the superficial deterioration of bricks affected by climatic conditions. The method combines in situ measurements with laboratory data. Input data on material recession were
Externí odkaz:
https://doaj.org/article/b4da6ae5223f41cb8404327758eb1f62
Autor:
Luisa María Gil-Martín, Luisa Hdz.-Gil, Mohsen Kohrangi, Esperanza Menéndez, Enrique Hernández-Montes
Publikováno v:
Heritage, Vol 5, Iss 4, Pp 3260-3279 (2022)
The influence of the effects of the degradation of materials on the seismic fragility of Cultural Heritage buildings in Granada (Spain) is investigated. The degradation of the material, which mainly happens at the lower levels of the façades, is obt
Externí odkaz:
https://doaj.org/article/16dd0d1b847b409782b1d8bf14e8e935
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 12, Iss 1, Pp 1-8 (2018)
Abstract Strut and Tie (S&T) models are used for the design of what are known as “discontinuity regions” in reinforced concrete (RC) structures. Building codes such as ACI-318 and Eurocode 2 do not give information on the nodes that only connect
Externí odkaz:
https://doaj.org/article/734115b695634182888d7d52526805a3
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 11, Iss 2, Pp 275-284 (2017)
Abstract A formula to estimate the yield displacement observed in the pushover analysis of coupled wall lateral force-resisting systems is presented. The estimate is based on the results of an analytical study of coupled walls ranging from 8 to 20 st
Externí odkaz:
https://doaj.org/article/3259268a10e64d4690157cca25c0126d
Publikováno v:
Rock Mechanics and Rock Engineering. 55:5659-5669
Santa Pudia calcarenite was one of the most commonly used building materials in the construction of historical buildings in the city of Granada (Spain). As a result, Santa Pudia calcarenite has been mainly studied from a petrographical point of view
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ffc4233aedce2c23ad13c05ecb4dfbfa
https://doi.org/10.1007/s00603-022-02946-0
https://doi.org/10.1007/s00603-022-02946-0
Autor:
Enrique Hernández-Montes, María L. Jalón, Rubén Rodríguez-Romero, Juan Chiachío, Víctor Compán-Cardiel, Luisa María Gil-Martín
The deterioration of Cultural Heritage assets caused by the natural hazards is a pressing issue in many countries. Therefore, reliable models based on the large-scale structural response of the assets is key to assess their resilience. However, relia
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b632e26ea852c8eedf876af89f1f62f6
https://hdl.handle.net/10481/82254
https://hdl.handle.net/10481/82254
Publikováno v:
Hormigón y Acero.
Linear expressions for tension stiffening of concrete are nowadays widely used in software packages of structural analysis. Nevertheless, more elaborated expressions of tension stiffening available in the literature have been used successfully in the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::40f316647c316b820d00f216aca771c6
https://doi.org/10.33586/hya.2023.3097
https://doi.org/10.33586/hya.2023.3097
Publikováno v:
Notes and Records: the Royal Society Journal of the History of Science. 77:113-134
A piece of historical research about the construction of the ancient Arch of Taq-iKisra, part of the imperial palace of the Sasanian Empire in the city of Ctesiphon, has been carried out. The information obtained, an analysis using graphic statics, t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f97e4a806e792b5bca55290f98566562
https://doi.org/10.1098/rsnr.2021.0025
https://doi.org/10.1098/rsnr.2021.0025
Publikováno v:
Sustainability; Volume 15; Issue 10; Pages: 7976
The new Eurocode 2 provides valuable information on the required concrete cover to protect reinforcement against corrosion induced by carbonation, for two design service life values of 50 and 100 years. However, to design structures with an even long
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::67c4837853efb697e101daacb84f0fd4
https://doi.org/10.3390/su15107976
https://doi.org/10.3390/su15107976