Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Solmaz Pourzeynali"'
Publikováno v:
Remote Sensing, Vol 14, Iss 1, p 119 (2021)
Bridge infrastructures are always subjected to degradation because of aging, their environment, and excess loading. Now it has become a worldwide concern that a large proportion of bridge infrastructures require significant maintenance. This compels
Externí odkaz:
https://doaj.org/article/070ca1096a124375bc70d1e17d948f90
Publikováno v:
Remote Sensing, Vol 13, Iss 12, p 2291 (2021)
Bridge infrastructures are continuously subject to degradation due to aging and excess loading, placing users at risk. It has now become a major concern worldwide, where the majority of bridge infrastructures are approaching their design life. This c
Externí odkaz:
https://doaj.org/article/469cdd6ac52e4d799c82058faca2778c
Publikováno v:
Remote Sensing; Volume 13; Issue 12; Pages: 2291
Remote Sensing, Vol 13, Iss 2291, p 2291 (2021)
Remote Sensing, Vol 13, Iss 2291, p 2291 (2021)
Bridge infrastructures are continuously subject to degradation due to aging and excess loading, placing users at risk. It has now become a major concern worldwide, where the majority of bridge infrastructures are approaching their design life. This c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7cc30abcbf64634d17b693ffd9012269
https://hdl.handle.net/10453/155998
https://hdl.handle.net/10453/155998
Publikováno v:
Scientia Iranica. 24:439-451
In this paper, a semi-active control technique is presented to mitigate the seismic vertical response of suspension bridges using magneto-rheological (MR) dampers. MR dampers, as semi-active control devices, have received significant attention in rec
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ba4e9097bb6b1f6fabbb07f3ea1d5554
https://doi.org/10.24200/sci.2017.2408
https://doi.org/10.24200/sci.2017.2408
Autor:
Solmaz Pourzeynali, Mehdi Veiskarami
Publikováno v:
Estonian Journal of Engineering. 18:336
Received 20 April 2012, in revised form 13 June 2012 Abstract. The influence line for deflection of non-prismatic simply supported beams has been developed. The methodology primarily comprises the determination of the Green's function of the governin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::df65589f7415963d1a38aa31097e4d3d
https://doi.org/10.3176/eng.2012.4.05
https://doi.org/10.3176/eng.2012.4.05