Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Recep Kadir Pekgökgöz"'
Autor:
Recep Kadir Pekgökgöz, Fatih Avcil
Publikováno v:
Građevinar, Vol 73, Iss 12., Pp 1185-1194 (2022)
The vibrations produced by earthquakes cause large horizontal forces in beam-column joints. If these forces exceed the limit values that the joints can withstand, severe irreparable damage might occur. Experimental and analytical studies were conduct
Externí odkaz:
https://doaj.org/article/2af38adde0a540edb6e1e81f0cd61b06
Publikováno v:
Journal of Civil Engineering and Management, Vol 18, Iss 4 (2012)
In this paper, buckling analysis of slender prismatic columns with a single non-propagating open edge crack subjected to axial loads has been presented utilizing the transfer matrix method and the artificial neural networks. A multi-layer feedforward
Externí odkaz:
https://doaj.org/article/d95033923a504ae68096450e3fa8792b
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
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: 12, Issue: 2 389-399
Dicle Üniversitesi Mühendislik Fakültesi Mühendislik Dergisi
Dicle Üniversitesi Mühendislik Fakültesi Mühendislik Dergisi
Yapılar ekonomik ömürleri boyunca tasarım veya inşa aşamasında yapılan hatalardan dolayı bazen kısmen, bazen de tamamen göçme durumuyla karşılaşabilmektedir. Kısmen veya tamamen yıkılan binaların incelenmesi ve çökme nedenlerinin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8389eec26104259e15a36cb4ad071d7c
https://doi.org/10.24012/dumf.836954
https://doi.org/10.24012/dumf.836954
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
Publikováno v:
Journal of Earthquake Engineering. 17:560-589
In Turkey, with the occurrence of almost every strong and even moderate earthquake, damage to masonry minarets is observed. In the present work, efficiency of vertical post-tensioning application to reinforce masonry minarets against earthquakes has
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e03d44356caa9ae35f1f2cc0318b87ec
https://doi.org/10.1080/13632469.2012.754734
https://doi.org/10.1080/13632469.2012.754734
Publikováno v:
Journal of Civil Engineering and Management, Vol 18, Iss 4 (2012)
Journal of Civil Engineering and Management; Vol 18 No 4 (2012); 568-579
Journal of Civil Engineering and Management; Vol 18 No 4 (2012); 568-579
In this paper, buckling analysis of slender prismatic columns with a single non-propagating open edge crack subjected to axial loads has been presented utilizing the transfer matrix method and the artificial neural networks. A multi-layer feedforward
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::16ce8a5a62a9fb20277094fe241b3903
http://journals.vgtu.lt/index.php/JCEM/article/view/4491
http://journals.vgtu.lt/index.php/JCEM/article/view/4491