Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Sicacik, EDA"'
Publikováno v:
In Soil Dynamics and Earthquake Engineering 2012 35:80-90
Publikováno v:
Journal of Polytechnic; Sep2021, Vol. 24 Issue 3, p1109-1119, 13p
Autor:
SICACIK, Eda AVANOĞLU1 edaavanoglu@yahoo.com, SOYLUK, Kurtuluş2 ksoyluk@gazi.edu.tr
Publikováno v:
Journal of the Faculty of Engineering & Architecture of Gazi University / Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi,. Dec2012, Vol. 27 Issue 4, p881-889. 9p. 4 Black and White Photographs, 1 Chart.
Publikováno v:
Journal of the Faculty of Engineering & Architecture of Gazi University / Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi,. Mar2011, Vol. 26 Issue 1, p243-252. 10p. 4 Color Photographs, 9 Diagrams, 2 Charts, 9 Graphs.
Publikováno v:
Volume: 27, Issue: 4
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi
Bu çalışmada kablolu köprü türü uzun açıklıklı köprü sistemlerinin dinamik davranışının, dalga yayılma vekorelasyon etkilerinden oluşan yer hareketi değişim bileşenleri açısından incelenmesi hedeflenmiştir. Yerhareketi deği
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=tubitakulakb::6c04fc1c0b9afbaf6dd113fdf7efc2c1
https://dergipark.org.tr/tr/pub/gazimmfd/issue/6701/88704
https://dergipark.org.tr/tr/pub/gazimmfd/issue/6701/88704
In this study, it is aimed to investigate the dynamic characteristics of cable-stayed bridges with respect to the spatially varying ground motion components of wave-passage and incoherence effects. While examining the relative effects of the spatiall
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_____10046::c291878a821556fe291e9c6fe86d0413
https://avesis.gazi.edu.tr/publication/details/efb9bd87-fb86-4028-a60f-8f86222f0e28/oai
https://avesis.gazi.edu.tr/publication/details/efb9bd87-fb86-4028-a60f-8f86222f0e28/oai
WOS: 000314494700020 In this study, it is aimed to investigate the dynamic characteristics of cable-stayed bridges with respect to the spatially varying ground motion components of wave-passage and incoherence effects. While examining the relative ef
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______9506::3fe13fb6434e7ab331ceadf9e1f9ca9a
https://hdl.handle.net/20.500.12587/5150
https://hdl.handle.net/20.500.12587/5150
Vehicle-induced bridge vibrations has become an important issue for the dynamic response of bridges especially after the achievement of long spans by cable-stayed bridges during the last two decades. In this study, the effects of vehicle speed, which
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_____10046::6d0b42650f7a2a01f8ad5760c806170a
https://avesis.gazi.edu.tr/publication/details/34909bd9-079c-435c-9e3c-487273edb1dd/oai
https://avesis.gazi.edu.tr/publication/details/34909bd9-079c-435c-9e3c-487273edb1dd/oai
Autor:
Sicacik, EDA, Soyluk, K.
In this study, it is aimed to determine the effects of soil-structure interaction (SSI) and multiple-support excitation on the dynamic characteristics of the seismic response of cable-stayed bridges. For this purpose, ground motion time histories are
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_____10046::ae392e9582a9ef9dea8e959a7439d447
https://avesis.gazi.edu.tr/publication/details/b10954e0-cc90-4af3-a15f-05a479446bd7/oai
https://avesis.gazi.edu.tr/publication/details/b10954e0-cc90-4af3-a15f-05a479446bd7/oai