Zobrazeno 1 - 10
of 48
pro vyhledávání: '"Fuat Aras"'
Autor:
Fuat Aras
Publikováno v:
Iconarp International Journal of Architecture and Planning, Vol 3, Iss 2, Pp 12-24 (2016)
Cultural heritage buildings are special structures and must be protected from natural disasters preserving at the same time their authenticity. In the seismic areas, one of the building classes that is consistently exposed to seismic risk is the one
Externí odkaz:
https://doaj.org/article/0ece7f70c9ca40639d6c87e58b70e854
Autor:
Fuat Aras
Publikováno v:
Revista de la construcción. 21:559-569
In this study, the dynamic behavior of one of the prominent structures in Istanbul, Üsküdar Observation Tower (UOT) has been investigated. The structural system of the tower is formed by a reinforced concrete circular tube having 2.8 meters outside
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7320e4fb8521758c3034c5d1d26012f9
https://doi.org/10.7764/rdlc.21.3.555
https://doi.org/10.7764/rdlc.21.3.555
Autor:
Fuat Aras
Publikováno v:
The Baltic Journal of Road and Bridge Engineering, Vol 13, Iss 1 (2018)
This study presents the application of ambient vibration survey based dynamic testing on an isolated, precast and pre-stressed overpass bridge during and after its construction. In the studied three-bay bridge, the girders are located on the elastome
Externí odkaz:
https://doaj.org/article/42dfded74c0247e7b1793ecba85d36f4
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. :1-13
A study was undertaken to analyse the capability of conventional finite-element (FE) models to represent the actual dynamic behaviour of masonry infill walls in reinforced concrete (RC) buildings u...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d68058d3fda5f34a5305edf29b83f618
https://doi.org/10.1680/jstbu.20.00310
https://doi.org/10.1680/jstbu.20.00310
Autor:
Fuat Aras, Gülay Altay
Publikováno v:
Građevinar, Vol 67, Iss 05., Pp 461-469 (2015)
Mechanical properties of masonry from the historic Beylerbeyi Palace are analyzed in the paper. The indirect procedure was used as the owner did not allow usual testing. The mineralogical structure of the original mortar was initially determined. Thi
Externí odkaz:
https://doaj.org/article/f3d418d86c774db3a7043083a590028a
Publikováno v:
Structural Control and Health Monitoring. 29
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0bfd0eea038be15dfd06825ebe59a1cb
https://doi.org/10.1002/stc.3141
https://doi.org/10.1002/stc.3141
Autor:
Fuat Aras
Publikováno v:
Measurement. 216:112907
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aad0ce6011f12159bd24d119a64a055c
https://doi.org/10.1016/j.measurement.2023.112907
https://doi.org/10.1016/j.measurement.2023.112907
Autor:
Işıl Sanrı Karapınar, Fuat Aras
Publikováno v:
Revista de la construcción. 20:163-177
Operational modal analysis (OMA), assessing the effect of environmental conditions on the structures has been attracting widespread interest and its results have been used for the validation of numerical models. This paper aims to validate the applic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f9efef37e2ed2104b22b4ba3be0a8f02
https://doi.org/10.7764/rdlc.20.1.163
https://doi.org/10.7764/rdlc.20.1.163
Autor:
Mücahit Namli, Fuat Aras
Publikováno v:
Arabian Journal of Geosciences. 13
This study focuses on the vibration effects of both metro (subway) tunnel construction and metro-operating traffic on existing buildings. To that end, a four-story reinforced concrete building located between two metro tunnels of Uskudar–Umraniye
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5da067efcb3cc1fb3879dabee0d4d959
https://doi.org/10.1007/s12517-020-05456-x
https://doi.org/10.1007/s12517-020-05456-x
This study investigates the effects of prescribed damage on the walls of masonry buildings by experimental and numerical methods. Ambient vibration survey method was applied to an existing, two-story, unreinforced masonry building to determine its dy
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d234ea9fb814dcba55c0ea7d150b13da
https://hdl.handle.net/11729/2324
https://hdl.handle.net/11729/2324
