Zobrazeno 1 - 10
of 44
pro vyhledávání: '"Ihsan Engin Bal"'
Publikováno v:
Materials, Vol 16, Iss 17, p 6040 (2023)
This research aims to address a post-earthquake urgent strengthening measure to enhance the residual seismic capacity of earthquake-damaged reinforced concrete wall structures with coupling beams. The study consists of a series of tests on half-scale
Externí odkaz:
https://doaj.org/article/28524d528cdb4a4b9eb16bb8ca7af5e1
Publikováno v:
Građevinar, Vol 69, Iss 07., Pp 581-592 (2017)
The seismic risk to urban building stock in Turkey is gaining in importance due to very high seismic hazard combined with its vulnerable and densely populated building stock. The research oriented on the eastern part of Turkey, where seismic sources
Externí odkaz:
https://doaj.org/article/6b83a6375d0a4b3e9d7340bbdb09a270
Publikováno v:
International Journal of Architectural Heritage. 15:187-204
In case of induced seismicity, expectations from a structural monitoring system are different than in the case of natural seismicity. In this paper, monitoring results of a historical building in G...
Autor:
Ihsan Engin Bal, Eleni Smyrou
Publikováno v:
Springer Proceedings in Earth and Environmental Sciences ISBN: 9783031151033
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b11cf2c1f1d1c4bc56deef750128fa1c
https://doi.org/10.1007/978-3-031-15104-0_17
https://doi.org/10.1007/978-3-031-15104-0_17
Publikováno v:
Construction & building materials, 300(124013). Elsevier
This paper presents a proof of concept for monitoring masonry structures using two different types of markers which are not easily noticeable by human eye but exhibit high reflection when subjected to NIR (near-infrared) wavelength of light. The firs
Autor:
Eleni Smyrou, Ihsan Engin Bal
Publikováno v:
Bulletin of Earthquake Engineering. 17:4411-4415
Publikováno v:
Bulletin of Earthquake Engineering. 17:4689-4710
The majority of houses in the Groningen gas field region, the largest in Europe, consist of unreinforced masonry material. Because of their particular characteristics (cavity walls of different material, large openings, limited bearing walls in one d
Publikováno v:
Structures, 33:11, 935-946. Elsevier
Masonry structures comprise a significant portion of the historical building stock all over the world. Previous studies have clearly pointed out that unreinforced masonry buildings are vulnerable against extreme loading conditions, such as seismic ac
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::667f77f181e5359fe6393730bafe9d45
https://research.hanze.nl/en/publications/b0ed7063-21a5-4843-ac58-59ab12baf9d9
https://research.hanze.nl/en/publications/b0ed7063-21a5-4843-ac58-59ab12baf9d9
Publikováno v:
Automation in Construction, 125. Elsevier
Masonry structures represent the highest proportion of building stock worldwide. Currently, the structural condition of such structures is predominantly manually inspected which is a laborious, costly and subjective process. With developments in comp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::258f80955753f5c124755e3a6488cabd
https://eprints.whiterose.ac.uk/173705/3/1-s2.0-S0926580521000571-main.pdf
https://eprints.whiterose.ac.uk/173705/3/1-s2.0-S0926580521000571-main.pdf
Publikováno v:
Engineering Failure Analysis, 123. Elsevier
During the 2015 Gorkha earthquake of 7.8 Mw that hit Kathmandu Valley, Nepal, numerous Nepalese Pagodas suffered extensive damage while others collapsed. Risk reduction strategies implemented in the region focused on disassembling historical structur