Zobrazeno 1 - 10
of 35
pro vyhledávání: '"Ali Haydar Kayhan"'
Autor:
Ahmet Demir, Ali Haydar Kayhan
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 24, Iss 3, Pp 403-412 (2018)
Bu çalışmada, betonarme konsol istinat duvarlarının minimum maliyetle tasarımında diferansiyel gelişim algoritması tekniğine dayalı bir yöntem kullanılmıştır. Düşey yüklerin yanı sıra hem statik hem de depremli durumdaki dinamik
Externí odkaz:
https://doaj.org/article/ed3ca03c4deb437fa52f0bdf513457de
Autor:
Ali Haydar KAYHAN, Ahmet DEMİR
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 24, Iss 3, Pp 403-412 (2018)
Bu çalışmada, betonarme konsol istinat duvarlarının minimum maliyetle tasarımında diferansiyel gelişim algoritması tekniğine dayalı bir yöntem kullanılmıştır. Düşey yüklerin yanı sıra hem statik hem de depremli durumdaki dinamik
Externí odkaz:
https://doaj.org/article/137aa6aebce3486c81784e8549752807
Autor:
Ali Haydar Kayhan, Ahmet Demir
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 22, Iss 6, Pp 442-453 (2016)
Bu çalışmada, Deprem Yönetmeliği ile uyumlu ivme setleri ve farklı çevrimsel modeller kullanılarak, tek serbestlik dereceli (TSD) sistemlerde zaman tanım alanında doğrusal olmayan analiz ile elde edilen maksimum ötelenme talepleri istatis
Externí odkaz:
https://doaj.org/article/633674355d07447d8f569c02821636a2
Autor:
Ali Haydar Kayhan, Ahmet Demir
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 22, Iss 3, Pp 129-135 (2016)
Bu çalışmada, betonarme konsol istinat duvarlarının optimum tasarımı için Parçacık Sürü Optimizasyonu (PSO) tabanlı bir algoritma kullanılmıştır. Tasarımda düşey yüklerle beraber statik yatay zemin itkileri de dikkate alınmışt
Externí odkaz:
https://doaj.org/article/d241827c77094dbc9b2c4ea9007057bd
Autor:
Ali Haydar KAYHAN, Ahmet DEMİR
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 22, Iss 3, Pp 129-135 (2016)
In this study, a Particle Swarm Optimization (PSO) based algorithm is used for optimum design of reinforced concrete cantilever retaining walls. Besides vertical loads, both active and static lateral ground pressures are considered for design. Reinfo
Externí odkaz:
https://doaj.org/article/4c13027f400140439a4a34181fe74a14
Publikováno v:
Academic Perspective Procedia. 5:106-115
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9d4ffde94a9819c80c4c2056c091170b
https://doi.org/10.33793/acperpro.05.02.2727
https://doi.org/10.33793/acperpro.05.02.2727
Increasing number of real ground motion (GM) record databases raised nonlinear dynamic analysis (NDA) as an attractive option to determine structural response statistics. Structural responses are sensitive to input motions and the appropriate selecti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f6399665d611e651f561249540177dd6
https://hdl.handle.net/20.500.12294/3860
https://hdl.handle.net/20.500.12294/3860
Selection of appropriate ground motion (GM) records for nonlinear dynamic analysis (NDA) of structures plays a crucial role to estimate structural responses reasonably. In this study, a multi-functional solution model utilizing stochastic harmony sea
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::46a4a6b5b41f89e7cad7394773b3180b
https://hdl.handle.net/20.500.12294/3023
https://hdl.handle.net/20.500.12294/3023
Publikováno v:
5th International Students Science Congress.
Wide beam structures are categorized as Limited Ductility Class in Turkey and elsewhere and considered not fit for construction in areas of high seismicity. One of the main reasons that wide beam structures are considered to possess limited ductility
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::15f68808f05e68a2debb11bd5f06e8a2
https://doi.org/10.52460/issc.2021.051
https://doi.org/10.52460/issc.2021.051
Nonlinear dynamic analysis is the most advanced structural analysis method, and it has become very widespread method to determine structural responses for seismic design or assessment. On the other hand, structural responses strongly rely on the sele
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bc9e061252e684a8ed06e4de9a41bc92