Kurtuluş Soyluk
Gazi University
26 Papers
98 Citations
Kurtuluş Soyluk is an academic researcher from Gazi University. The author has contributed to research in topics: Response spectrum & Random vibration. The author has an hindex of 10, co-authored 25 publications. Previous affiliations of Kurtuluş Soyluk include Karadeniz Technical University.
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Papers
A stochastic analysis of long span structures subjected to spatially varying ground motions including the site-response effect
A.A. Dumanogluid,Kurtuluş Soyluk +1 more
TL;DR: In this paper, a comprehensive investigation of the stochastic response of a cable-stayed bridge subjected to spatially varying ground motions is performed based on a recently proposed model.
101
Spatial variability effects of ground motions on cable-stayed bridges
Kurtuluş Soyluk,A.A. Dumanoglu +1 more
TL;DR: In this paper, a cable-stayed bridge model with spatially varying ground motions is analyzed and the incoherence effect is examined by taking into account two extensively used models, and the effect of local soil conditions where the bridge supports are constructed is outlined by using homogeneous firm, medium and soft soil conditions.
57
Stochastic dynamic response of dam–reservoir–foundation systems to spatially varying earthquake ground motions
Yasemin Bilici,Alemdar Bayraktar,Kurtuluş Soyluk,Kemal Hacıefendioğlu,Şevket Ateş,Sueleyman Adanur +5 more
TL;DR: In this article, a variable-number-node 2D fluid finite element based on the Lagrangian approach is incorporated into a computer program SVEM, which is used for stochastic dynamic analysis of solid systems subjected to spatially varying earthquake ground motion.
43
Comparison of asynchronous and stochastic dynamic responses of a cable-stayed bridge
Kurtuluş Soyluk,A.A. Dumanoglu +1 more
TL;DR: In this paper, a finite element finite element analysis of a cable-stayed bridge is carried out using the finite element method, and the Jindo Bridge, constructed in South Korea, is chosen as a numerical example.
40
Multiple-support seismic response of Bosporus Suspension Bridge for various random vibration methods
TL;DR: In this article, the spatial variability of ground motions between the support points is taken into account with a coherency function that characterizes the incoherence, wave-passage and site-response effects.
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