Zobrazeno 1 - 10
of 44
pro vyhledávání: '"Dimos C. Charmpis"'
Autor:
Dimos C. Charmpis, Nikos D. Lagaros
Publikováno v:
CivilEng, Vol 3, Iss 3, Pp 717-733 (2022)
In structural sizing optimization problems, the number of design variables typically used is relatively small. The aim of this work is to facilitate the use of large numbers of design variables in such problems, in order to enrich the set of availabl
Externí odkaz:
https://doaj.org/article/6005607a81f34feeb87868b66b9081d5
Publikováno v:
Buildings, Vol 11, Iss 5, p 180 (2021)
With the advent of strain-hardening cementitious composites (SHCC), an opportunity for alternative jacketing solutions is presented, where the internal confinement exerted by the fibers in the material may effectively encase the structural component,
Externí odkaz:
https://doaj.org/article/843f406ad0c34797a470b27adc3736d3
Publikováno v:
Transportation Research Procedia. 52:187-194
Infrastructure databases have been widely used to obtain statistical deterioration models that assist decision makers in optimally allocating available budgets to maintain infrastructures in a functioning and at the same time safe state. Although inf
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4faff4a82283a212ce340456fe266b5d
https://doi.org/10.1016/j.trpro.2021.01.021
https://doi.org/10.1016/j.trpro.2021.01.021
Publikováno v:
Structures. 27:319-329
Airborne sea chlorides that are transported inland by wind and deposited on structures’ surfaces are a principal deterioration factor for coastal bridges. In this paper, a dataset for almost 20,000 coastal bridges, which was extracted from the Nati
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3d3045fa55789c5b9edf861826fa7363
https://doi.org/10.1016/j.istruc.2020.05.052
https://doi.org/10.1016/j.istruc.2020.05.052
Publikováno v:
Procedia Manufacturing. 44:671-678
The present work is concerned with assessing the vulnerability of seismically excited structures using non-deterministic analysis concepts, in order to take uncertainties into account. In this respect, uncertainties in both structural properties and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2b16bd0d85395c7e96ed0dea710e6656
https://doi.org/10.1016/j.promfg.2020.02.241
https://doi.org/10.1016/j.promfg.2020.02.241
Publikováno v:
Advances in Engineering Software. 171:103148
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b4a633c136bc815ebf85e7e4e792ee52
https://doi.org/10.1016/j.advengsoft.2022.103148
https://doi.org/10.1016/j.advengsoft.2022.103148
Autor:
Dimos C. Charmpis
Publikováno v:
Structures. 19:463-475
This paper investigates the influence that correlations among random member properties have on structural reliability analysis results. The overall input uncertainty for a reliability analysis is jointly described with a multivariate probability dist
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8284265dc216c7493c0bfd7ebf8ba33a
https://doi.org/10.1016/j.istruc.2019.02.002
https://doi.org/10.1016/j.istruc.2019.02.002
Publikováno v:
RILEM Bookseries ISBN: 9783030765460
Various infrastructure information is gathered nowadays in databases, which have become rather large after years of development and data collection. For thorough search and broad exploitation of the available information, even beyond its original sco
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::94b284c0284affd4ab0e40fa1b641f35
https://doi.org/10.1007/978-3-030-76547-7_22
https://doi.org/10.1007/978-3-030-76547-7_22
Publikováno v:
Proceedings of the 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b5b20147535e24fb9da4339426330ddd
https://doi.org/10.7712/120121.8754.19593
https://doi.org/10.7712/120121.8754.19593
Autor:
Dimos C. Charmpis, Margarita Petrou
Publikováno v:
RILEM Bookseries ISBN: 9783319994406
Unreinforced masonry structures are vulnerable to seismic actions due to their limited capacity to sustain tensile stresses. The installation of iron tie-rods is a technique often applied as a remedy, especially in the Eastern Mediterranean. In Cypru
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::17ebc7fa565f65a0d4d2b88936fec332
https://doi.org/10.1007/978-3-319-99441-3_15
https://doi.org/10.1007/978-3-319-99441-3_15