Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Bekir ÖZER AY"'
Autor:
Beste Fakıoğlu Gedik, Bekir Özer Ay
Publikováno v:
Architectural Science Review. 66:144-153
Autor:
Bekir Özer Ay, Gökçe Nihan Demirel
Publikováno v:
Architectural Science Review. 65:436-448
Autor:
Tuba EROĞLU AZAK, Bekir Özer AY
Publikováno v:
Jeoloji Mühendisliği Dergisi.
6 Şubat 2023 tarihinde Kahramanmaraş’ın Pazarcık ve Elbistan ilçelerinde yaklaşık 9 saat arayla sırasıyla Mw 7.7 ve Mw 7.6 büyüklüğünde iki deprem meydana gelmiştir. Birbirinden bağımsız meydana gelen iki deprem geniş bir alanda
Publikováno v:
Earthquake Engineering & Structural Dynamics.
Autor:
Bekir ÖZER AY, Tuba EROĞLU AZAK
Publikováno v:
Çukurova Üniversitesi Mühendislik Fakültesi Dergisi. 36:1111-1126
Deprem tehlikesi, bir bölgenin sismotektonik yapısıyla ilgili bir konu iken; deprem riski, deprem tehlikesi altındaki yapıların davranışını ele alarak belirli bir zaman dilimi için sismik kayıp ve hasarların aşılma olasılıklarını i
Autor:
Erdem Canbay, Ahmet Yakut, Ozan Cem Celik, Baris Binici, Bekir Özer Ay, Alper Ilki, Cemalettin Dönmez, Alp Caner, Halûk Sucuoğlu
Publikováno v:
Bulletin of Earthquake Engineering
The October 30, 2020 Earthquake caused unexpectedly significant damage in İzmir considering its distance to the city. This paper evaluates the recorded ground motions, summarizes the performance of structures affected from the earthquake with emphas
Publikováno v:
Architectural Science Review. 64:212-224
The design of supertall buildings (300m+) involves many professionals from several disciplines. The need for coordination among numerous experts, increases complexity of the entire process, which is typically conducted under the leadership of the arc
Publikováno v:
Journal of Earthquake Engineering. 23:930-953
Seismic assessment of gravity dams is generally carried out using time history analyses. Scaling of the motions is commonly used; however, in contrast to buildings, the performance of scaling procedures at predicting the mean and reducing the dispers
Publikováno v:
Procedia Engineering. 199:844-849
The seismic safety of dam structures is often evaluated using time history analyses conducted with a limited number of ground motions. The selection and scaling of the ground motions is usually the most effective factor determining the results of the
Publikováno v:
World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings.