Zobrazeno 1 - 10
of 22
pro vyhledávání: '"Kurtuluş Soyluk"'
Autor:
Hüseyin KARTAL, Kurtuluş SOYLUK
Publikováno v:
Volume: 34, Issue: 2
Turkish Journal of Civil Engineering
Turkish Journal of Civil Engineering
Bu çalışmada eşit merkez açıklığa sahip asma ve eğik kablo askılı köprülerin dinamik davranışının karşılaştırılması amacıyla önce merkez açıklığı 1000 m olan bir eğik kablo askılı köprü ile bir asma köprü sistemi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::108514fcf671f256a33b86b73695c9d5
https://doi.org/10.18400/tjce.1224420
https://doi.org/10.18400/tjce.1224420
Most of the RC buildings in Turkey have reached the end of their economic lifespan, so urban transformation studies have been accelerated in recent years. Considering the fact that these buildings do not meet the construction regulations and have str
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c4d647414891a565aa77ce718460252a
https://avesis.gazi.edu.tr/publication/details/87214f9d-1fb0-4a2a-9803-c1c890b71bce/oai
https://avesis.gazi.edu.tr/publication/details/87214f9d-1fb0-4a2a-9803-c1c890b71bce/oai
Autor:
Kurtuluş Soyluk, Hayrettin Karaca
Publikováno v:
Procedia Engineering. 199:3077-3082
In this paper a cable-stayed bridge and a suspension bridge with closer main span lengths are considered and the bridge responses obtained from the near-fault and far-fault ground motion cases are compared for both bridge models to underline the rela
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a14324478ad19aad7014336e743e1856
https://doi.org/10.1016/j.proeng.2017.09.421
https://doi.org/10.1016/j.proeng.2017.09.421
Autor:
Kurtuluş Soyluk, Hayrettin Karaca
Publikováno v:
Volume: 36, Issue: 2 727-742
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi
Bu çalışmada, merkez açıklık uzunlukları birbirine yakın olan bir eğik kablo askılı ve bir asma köprü sistemi dikkate alınarak asinkronize yer hareketi durumunda söz konusu köprülerin yakın fay ve uzak fay yer hareketleri etkisindek
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::871f87ba3a99ab4007914ac15a654fab
https://dergipark.org.tr/tr/pub/gazimmfd/issue/60572/594282
https://dergipark.org.tr/tr/pub/gazimmfd/issue/60572/594282
Multiple-support seismic response of Bosporus Suspension Bridge for various random vibration methods
Publikováno v:
Case Studies in Structural Engineering. 5:54-67
This paper presents a study about the spatial variability effects of ground motions on the dynamic behavior of a suspension bridge by a random vibration based spectral analysis approach and two response spectrum methods. Bosphorus Suspension Bridge b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::18e2180b15ddd6474dfcf370d62a8b6a
https://doi.org/10.1016/j.csse.2016.04.001
https://doi.org/10.1016/j.csse.2016.04.001
Publikováno v:
Earthquakes and Structures. 10:1233-1251
In this paper, it is aimed to determine the stochastic response of a suspension bridge subjected to spatially varying ground motions considering the geometric nonlinearity. Bosphorus Suspension Bridge built in Turkey and connects Europe to Asia in Is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9d79435f36d57c57becd0a4ddc29fce1
https://doi.org/10.12989/eas.2016.10.5.1233
https://doi.org/10.12989/eas.2016.10.5.1233
Publikováno v:
Anadolu Üniversitesi Bilim Ve Teknoloji Dergisi - B Teorik Bilimler.
Turkiye’de son yillarda kentsel donusum calismalari hiz kazanmistir. Yapi stokunun yenilenmesi gerekliliginin ortaya cikmasinda; mevcut betonarme binalarin kullanim omurlerinin dolmasi, yapim yonetmeliklerini karsilamamasi ile depreme karsi yapisal
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ffe2e34edc60683ee7de0faf95bd3013
https://doi.org/10.20290/aubtdb.493268
https://doi.org/10.20290/aubtdb.493268
Publikováno v:
Stochastic Environmental Research and Risk Assessment. 29:1275-1286
WOS: 000355932400002 In this study, a parametric study is conducted to determine the stochastic dynamic response of a historical masonry bridge under blast-induced ground motions. With this purpose, an existing historical masonry bridge located in Tu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::644be7d5ff8358c542eccc71d3b38481
https://doi.org/10.1007/s00477-014-1020-2
https://doi.org/10.1007/s00477-014-1020-2
In this study, a comprehensive investigation of the stochastic analysis of a suspension bridge subjected to spatially varying ground motions is carried out for variable local soil cases and wave velocities. Bosphorus Suspension Bridge built in Turkey
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ed3803fc7a0828c6dd3a297c1375a8c1
https://avesis.gazi.edu.tr/publication/details/7277116a-db40-4a48-856f-61295bd2a7db/oai
https://avesis.gazi.edu.tr/publication/details/7277116a-db40-4a48-856f-61295bd2a7db/oai
The purpose of this paper is to compare the structural responses obtained from the stochastic analysis of a suspension bridge subjected to uniform and partially correlated seismic ground motions, using different spatial correlation functions commonly
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d29346dd5eb1944847c07baf39579fb8
https://avesis.gazi.edu.tr/publication/details/d063fcd8-381a-43d3-b77e-193763c4d905/oai
https://avesis.gazi.edu.tr/publication/details/d063fcd8-381a-43d3-b77e-193763c4d905/oai