Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Emre Alpaslan"'
Publikováno v:
Građevinar, Vol 70, Iss 03., Pp 201-212 (2018)
The influence of various types of foundation soil on dynamic behaviour of reinforced-concrete minarets is analysed in the paper. A 1:20 RC scale model was constructed in laboratory for the testing. The gravel, sand, and clay-gravel mixture, were used
Externí odkaz:
https://doaj.org/article/3382aa69ca564a7f96077601a525b9dc
Publikováno v:
Journal of Civil Structural Health Monitoring.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6b861cb2f48337cb2a4897d22cedbb96
https://doi.org/10.1007/s13349-023-00692-7
https://doi.org/10.1007/s13349-023-00692-7
Autor:
Zeki Karaca, Emre Alpaslan
Publikováno v:
Civil Engineering Beyond Limits. 1:5-11
Experimental investigations of large and complex structural systems can be carried out by reduced-scale models in terms of convenience, time-saving and economical. This can be applied to different fields of study such as vibration, impact and explosi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d326ad0dc032fdc67a5a5059e14cef89
https://doi.org/10.36937/cebel.2020.001.002
https://doi.org/10.36937/cebel.2020.001.002
Autor:
Emre Alpaslan
Publikováno v:
Challenge Journal of Structural Mechanics. 8:87
This study aimed to parametrically investigate the changes in modal frequency values on a steel beam caused by specified damaged schemes. In this context, the ANSYS Workbench software program was used to create a steel profile's finite-element model.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::da2bb7d8d5ab3813915c93de2a36032f
https://doi.org/10.20528/cjsmec.2022.03.002
https://doi.org/10.20528/cjsmec.2022.03.002
Publikováno v:
The Structural Design of Tall and Special Buildings. 29
WOS: 000517089900001 This study aimed to use the response surface (RS) method for finite element (FE) model updating, using operational modal analysis (OMA). The RS method was utilized to achieve better agreement between the numerical and field-measu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::75031d8b9f5b728c8c63511a8165c74b
https://doi.org/10.1002/tal.1733
https://doi.org/10.1002/tal.1733
Autor:
Zeki Karaca, Emre Alpaslan
Publikováno v:
Challenge Journal of Structural Mechanics. 6:41
Historical structures reflect the historical and cultural properties of countries and also contributes to the economy in terms of cultural tourism. Therefore, it is important to understand the structural behavior of these kinds of structures under dy
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e3d1e23975ce271055fe50366002ffea
https://doi.org/10.20528/cjsmec.2020.01.005
https://doi.org/10.20528/cjsmec.2020.01.005
Publikováno v:
Stochastic Environmental Research and Risk Assessment. 29:1275-1286
WOS: 000355932400002 In this study, a parametric study is conducted to determine the stochastic dynamic response of a historical masonry bridge under blast-induced ground motions. With this purpose, an existing historical masonry bridge located in Tu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::644be7d5ff8358c542eccc71d3b38481
https://doi.org/10.1007/s00477-014-1020-2
https://doi.org/10.1007/s00477-014-1020-2
This study aims to investigate modal parameters such as mode shapes, natural frequencies and damping ratios of a reduced scale one-span historical masonry arch bridge constructed in laboratory conditions by performing numerical and experimental analy
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::48d1c420b54121ee38de2401de087bdc
https://app.trdizin.gov.tr/publication/paper/detail/TXpFNE5Ea3hNUT09
https://app.trdizin.gov.tr/publication/paper/detail/TXpFNE5Ea3hNUT09
Autor:
Emre Alpaslan, Kemal Hacıefendioğlu
Publikováno v:
Stochastic Environmental Research and Risk Assessment. 28:415-427
WOS: 000328908200021 This paper presents the dynamic response analysis of industrial masonry chimney subjected to artificially generated surface blast induced ground shock by using a three-dimensional finite element model. The effects of surface blas
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5955ed6da5271c7cba4bf3a0f9943148
https://doi.org/10.1007/s00477-013-0761-7
https://doi.org/10.1007/s00477-013-0761-7