Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Ibrahim Hakkı Erkan"'
Autor:
Talha Polat Doğan, Ibrahim Hakkı Erkan
Publikováno v:
Buildings, Vol 14, Iss 6, p 1686 (2024)
Regarding the behavior of reinforced concrete structures under seismic loads, the interaction between structure and soil is as important as the load-bearing system and foundation type. This study was designed to assess the effect of structural types
Externí odkaz:
https://doaj.org/article/148e20d3f5a945f49ebec969a9d37c8f
Autor:
Salih Aslan, İbrahim Hakkı Erkan
Publikováno v:
Applied Sciences, Vol 14, Iss 2, p 553 (2024)
This study investigates the alterations in the ratios of components such as class C fly ash (FA), blast furnace slag (BFS), and waste stone powder (WSP) types of limestone powder (LP) used in the production of geopolymer concrete. These components ar
Externí odkaz:
https://doaj.org/article/ecd1d00508cc41c892276a5754eaa76b
Autor:
Nur Seda Yel, Musa Hakan Arslan, Ceyhun Aksoylu, İbrahim Hakkı Erkan, Hatice Derya Arslan, Ercan Işık
Publikováno v:
Buildings, Vol 12, Iss 10, p 1722 (2022)
In this study, earthquake performance of the structures was tested which were modeled according to the minimum criteria of simplified analysis approach proposed in TBEC-2019. For this purpose, 144 reinforced-concrete building models were designed acc
Externí odkaz:
https://doaj.org/article/3d2ac4f7472640a38c55a4c0ff9eba2b
Publikováno v:
Revista de la construcción v.19 n.2 2020
SciELO Chile
CONICYT Chile
instacron:CONICYT
SciELO Chile
CONICYT Chile
instacron:CONICYT
Doctrines of earthquakes and also the latest approaches of earthquake resistant building design in standards need to be revised periodically. While the revisions and updates in the American standards occur over periods of three or five years includin
Reinforced concrete walls are very efficient structural elements in terms of carrying the lateral loads that are expected to affect the structures during the service of the buildings. These elements, which are not used for economic reasons in buildin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::12573a0c0816699dc261c5fb8394b040
https://avesis.gazi.edu.tr/publication/details/94da8b2a-21cd-4ba4-a562-9fb01364d326/oai
https://avesis.gazi.edu.tr/publication/details/94da8b2a-21cd-4ba4-a562-9fb01364d326/oai
Publikováno v:
Magazine of Concrete Research. 69:389-401
Two different large-scale industrial structures that were destroyed by fires in 2011 and 2012 in Turkey were examined. The structural framework in the first structure was constructed as prefabricated concrete, while a prefabricated concrete–steel (
Autor:
İbrahim Hakkı Erkan, Talha Polat Dogan
In this study, two different analysis methods were compared; the first is a linear static analysis method and the second is a linear dynamic analysis method. The first one is the Equivalent Seismic Load Method, which is a linear static method where s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bd808049bba11aa2d155920c7bca6c60
https://avesis.gazi.edu.tr/publication/details/28abdb8b-2a22-4c8d-83dd-9f3f459bc125/oai
https://avesis.gazi.edu.tr/publication/details/28abdb8b-2a22-4c8d-83dd-9f3f459bc125/oai
Autor:
T. Kızılkula, Talha Polat Dogan, M. Mohammadi, H. Tekeli Kabaş, Musa Hakan Arslan, İbrahim Hakkı Erkan
Publikováno v:
International Journal of Disaster Risk Reduction. 56:102143
In this study, firstly, visual screening based (VSB) (FEMA 154, RVS and RBTE) and capacity-based (P25, Yakut, AURAP and DURTES) methods which are rapid seismic safety assessment methods of existing buildings have discussed. In addition, the linear an
Publikováno v:
Construction and Building Materials. 267:120637
In Jet Grouting (JG) applications, manufacturing of jet grouted columns which answer the purpose, is possible by designing proper injection fluid which is a cement grout in most cases. In this study, the impacts of three different binder types on the
Publikováno v:
Challenge Journal of Concrete Research Letters. 11:39
In this paper, the investigation of the optimum designs for two types of concrete cantilever retaining walls was performed utilizing the artificial bee colony algorithm. Stability conditions like safety factors sliding, overturning and bearing capaci