Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Ersin Aydin"'
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 45:741-756
Superstructure models used in optimal damper problem are usually connected rigidly to ground, and ground effects are not taken into account. This study reveals the effect of relative density of sandy soils on the damper problems. The optimal distribu
Publikováno v:
Structural and Multidisciplinary Optimization. 62:55-81
Sönmez, Mustafa ( Aksaray, Yazar )
In this study,a new approach of optimization algorithm is developed. The optimum distribution of elastic springs on which a cantilever Timoshenko beam is seated and minimization of the shear force on the suppo
In this study,a new approach of optimization algorithm is developed. The optimum distribution of elastic springs on which a cantilever Timoshenko beam is seated and minimization of the shear force on the suppo
Autor:
Ersin Aydin, Huseyin Cetin
Publikováno v:
KSCE Journal of Civil Engineering. 23:4463-4480
Tuned mass damper (TMD) is an effective passive device in reducing harmful vibrations as long as they are designed correctly. An optimal TMD design method is proposed based on transfer functions and also differential evolution (DE) algorithm is used.
In this study, optimum design of viscous dampers under different mode behaviors are investigated for structures exposed to earthquakes. The structure is modeled as a shear frame and considered as linear. The upper and lower limit values of the damper
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::023257a167fa6fadab27fe6a7e6a8384
https://hdl.handle.net/11480/1522
https://hdl.handle.net/11480/1522
Autor:
Huseyin Cetin, Ersin Aydin, Yunus Emre Şirin, Maciej Dutkiewicz, Baki Ozturk, Uğur Ohancan, Ozan Okkay
Publikováno v:
EPJ Web of Conferences, Vol 143, p 02001 (2017)
11th International Conference on Experimental Fluid Mechanics (EFM) -- NOV 15-18, 2016 -- Marienbad, CZECH REPUBLIC
WOS: 000407743800003
In this study shaking table tests which are applied on 3-Storey reduced shear frame models with TLD's s
WOS: 000407743800003
In this study shaking table tests which are applied on 3-Storey reduced shear frame models with TLD's s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8f9635abd5cfba4765013e210189341e
https://hdl.handle.net/11480/3522
https://hdl.handle.net/11480/3522