Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Rabia İzol"'
Autor:
Ercan Işık, Hüseyin Bilgin, Fatih Avcil, Rabia İzol, Enes Arkan, Aydın Büyüksaraç, Ehsan Harirchian, Marjo Hysenlliu
Publikováno v:
GeoHazards, Vol 5, Iss 3, Pp 700-731 (2024)
Huge losses of life and property occurred as a result of two independent catastrophic earthquakes on 6 February 2023 in the Eastern Anatolian Fault Zone, where no significant earthquake has occurred in approximately 500 years. The earthquakes, whose
Externí odkaz:
https://doaj.org/article/ca233c9719ca434099b44ef1e91e2acd
Autor:
Ercan Işık, Fatih Avcil, Rabia İzol, Aydın Büyüksaraç, Hüseyin Bilgin, Ehsan Harirchian, Enes Arkan
Publikováno v:
Applied Sciences, Vol 14, Iss 7, p 2860 (2024)
The 6th February 2023 Pazarcık and Elbistan earthquakes (Mw = 7.7 and Mw = 7.6) caused great destruction in many cities and were the disaster of the century for Türkiye. The greatest destruction was caused in the provinces of Hatay, Kahramanmaraş,
Externí odkaz:
https://doaj.org/article/fd5d92ed473d4469aa8814805834a240
Publikováno v:
Applied Sciences, Vol 14, Iss 5, p 2165 (2024)
On 6 February 2023, two independent earthquake pairs on the East Anatolian Fault Zone, with epicenters in Pazarcık (Mw = 7.7) and Elbistan (Mw = 7.6) districts of Kahramanmaraş province, caused great destruction. Adıyaman and Gölbaşı districts
Externí odkaz:
https://doaj.org/article/57e5927a515c4531a552f4246ee85852
Publikováno v:
Tehnički Vjesnik, Vol 30, Iss 4, Pp 1039-1046 (2023)
Many historical buildings are covered with vaults or domes. This study investigates the effectiveness of the buttress form on the lateral (out-of-plane) resistance of masonry walls subjected to the inclined vault thrust. For this purpose, a basic cal
Externí odkaz:
https://doaj.org/article/beec2c7631454a32ad53105d7d70d1e5
Autor:
Radu, Mehmet Fatih Işık, Fatih Avcil, Ehsan Harirchian, Mehmet Akif Bülbül, Marijana Hadzima-Nyarko, Ercan Işık, Rabia İzol, Dorin
Publikováno v:
Sustainability; Volume 15; Issue 12; Pages: 9715
The realistic determination of damage estimation and building performance depends on target displacements in performance-based earthquake engineering. In this study, target displacements were obtained by performing pushover analysis for a sample rein
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=multidiscipl::f12813f1e217dadb66eebf35dc342a9d
Publikováno v:
Politeknik Dergisi. 24:131-142
Bu çalışma kendi ağırlığı ve dışmerkez düşey tepe yükü etkisinde bulunan dikdörtgen ve daire kesitli yığma narin kolonların burkulma yüklerini karşılaştırmayı amaçlamaktadır. Kolonların malzemesi çekme dayanımı olmayan,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6bc951a8b3b136b424608a0f017b5743
https://doi.org/10.2339/politeknik.561059
https://doi.org/10.2339/politeknik.561059
Publikováno v:
Bitlis Eren Üniversitesi Fen Bilimleri Dergisi.
Along with the walls, columns are the main load-bearing elements in carrying vertical and horizontal loads in most historic masonry buildings. When the mosques of Mimar Sinan, the great Ottoman architect, are examined, it is seen that there is a wide
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d7b43b1edff625c23a4275599e335469
https://doi.org/10.17798/bitlisfen.1082417
https://doi.org/10.17798/bitlisfen.1082417
In historical masonry structures having vault, dome and high walls, for safety against gravity, wind and earthquake loads, buttresses are crucial elements. This study aims to investigate the effect of buttress form on the transverse seismic resistanc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8320ff846d22de5ac6745143d6eba8dd
https://doi.org/10.21203/rs.3.rs-233787/v1
https://doi.org/10.21203/rs.3.rs-233787/v1
Publikováno v:
Volume: 34, Issue: 2 1007-1024
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi
Bu makalede payandalı yüksek yığma duvarların deprem dayanımları eşdeğer statik analiz yöntemi ile yaklaşık olarak incelenmiştir. Bu amaçla dikdörtgen kesitli yığma elemanların stabilite (kararlılık) analizleri için geliştirilmi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f6b0cb68017ff368c9978f1fc10f73d9
https://doi.org/10.17341/gazimmfd.460499
https://doi.org/10.17341/gazimmfd.460499