Zobrazeno 1 - 10
of 27
pro vyhledávání: '"Christos Zeris"'
Publikováno v:
Applied Sciences, Vol 14, Iss 11, p 4350 (2024)
Reinforced concrete interfaces, either cracks within monolithic elements or joints between concretes cast at different times may become critical under cyclic actions, due to stiffness and interface resistance degradation. Among the numerous parameter
Externí odkaz:
https://doaj.org/article/bfcdaa9e764d45dcacaa168071fa4538
Publikováno v:
Materials Proceedings, Vol 6, Iss 1, p 21 (2021)
According to currently enforced Eurocode 2 for the design of reinforced concrete structures, it is essential to protect steel reinforcements from corrosion and concrete from degradation under aggressive environmental conditions such as marine, urban,
Externí odkaz:
https://doaj.org/article/6b2185c262684556804ca9dad6a514ce
Publikováno v:
Journal of Materials Science and Chemical Engineering. 10:1-23
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2fd97dcdceb094bbc80a5a5554ad8a49
https://doi.org/10.4236/msce.2022.101001
https://doi.org/10.4236/msce.2022.101001
Autor:
Christos Zeris, Athanassios Leondaris
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031301247
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::649cceffdae2d46a3ece230185ed9711
https://doi.org/10.1007/978-3-031-30125-4_4
https://doi.org/10.1007/978-3-031-30125-4_4
Publikováno v:
Bulletin of Earthquake Engineering. 18:3137-3165
The seismic performance of a class of reinforced concrete eccentric wall frame buildings under bi-directional ground motion excitation is investigated. For this purpose, four and eight-storey RC buildings comprising structural walls, flat-plates and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d79664b53f2f8b9c68e88900604ba366
https://doi.org/10.1007/s10518-020-00813-3
https://doi.org/10.1007/s10518-020-00813-3
Publikováno v:
Engineering Structures. 177:103-116
In most of the Reinforced Concrete buildings in Greece, as well as in other earthquake prone countries, the current infill construction, for the exterior walls of buildings, consists in a cavity masonry wall, made of two thin walls. The two walls are
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ca3d3360679dc086713fa75c3a9983b0
https://doi.org/10.1016/j.engstruct.2018.09.047
https://doi.org/10.1016/j.engstruct.2018.09.047
Autor:
Christos Zeris, Constantinos Repapis
Publikováno v:
Journal of Earthquake Engineering. 24:1944-1974
Numerical studies based on plane frame static pushover analyses of typical existing irregular reinforced concrete frames, designed according to past design codes in Greece, have established their o...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::01a8cccda09bfef41ca9f79a3683ebdd
https://doi.org/10.1080/13632469.2018.1488777
https://doi.org/10.1080/13632469.2018.1488777
Autor:
P. Giannakouras, Christos Zeris
The Direct Displacement-Based seismic Design (DDBD) method has been a major development in the context of Performance-Based seismic Design of reinforced concrete (RC) frames. The method has been positively received from the engineering community, whi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::16816e7f148ce90c254eb78bdf5bef7e
https://zenodo.org/record/3562941
https://zenodo.org/record/3562941
Autor:
Alessandro Scodeggio, Christos Zeris
Publikováno v:
Journal of Structural Engineering. 145
The inelastic response of a class of nonlinear oscillators, characterized by a relatively rigid superstructure on a soft ground story under base seismic excitation, is numerically investiga...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0c91aa3e3f1f42ce45e8c21beaa3f902
https://doi.org/10.1061/(asce)st.1943-541x.0002350
https://doi.org/10.1061/(asce)st.1943-541x.0002350
Autor:
Christos Zeris, Constantinos Repapis
Publikováno v:
Frontiers in Built Environment, Vol 4 (2019)
The seismic performance of existing non-conforming reinforced concrete (RC) buildings is numerically investigated, taking into account the presence of clay brick masonry infill walls. The effect of infill walls on the seismic response of RC frames is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::237489247ea7963cdd331f42855bfc91