Zobrazeno 1 - 10
of 33
pro vyhledávání: '"Serdar Soyoz"'
Autor:
Emre Aytulun, Serdar Soyoz
Publikováno v:
Bulletin of Earthquake Engineering. 20:4321-4344
Number of tall buildings in metropolitan areas such as Istanbul increased dramatically in recent years. On the other hand, it is crucial to conduct condition assessment of such structures after an earthquake due to public safety and owner-need reason
Autor:
Serdar Soyoz, Semih Gonen
Publikováno v:
Structure and Infrastructure Engineering. 18:1658-1673
Seismic structural assessment of masonry arch bridges is essential due to their cultural, economic and strategic importance and vulnerability. A realistic and rigorous structural assessment is nece...
Autor:
Serdar Soyoz, Semih Gonen
Publikováno v:
Structures. 30:378-389
The modulus of elasticity of masonry is one of the main parameters used both in the assessment of the existing structures and in the design of new ones. The current practice in determining the modulus of elasticity of this type of structural material
Publikováno v:
Journal of Civil Structural Health Monitoring. 11:117-128
In this study, long-term vibration-based monitoring of a 900-kW onshore wind turbine is presented. Modal properties such as frequency, shape, and damping ratios were obtained using enhanced frequency domain decomposition method. Change in modal param
Autor:
Emre Aytulun, Serdar Soyoz
Publikováno v:
Volume: 2, Issue: 1 61-75
Türk Deprem Araştırma Dergisi
Türk Deprem Araştırma Dergisi
In seismically prone areas, such as Istanbul, it is important to assess the condition of tall buildings after an earthquake. In the current state-of-the-practice, condition assessment is conducted by visual inspection; however, inspecting buildings i
Publikováno v:
Construction and Building Materials
This study investigates the influence of the uncertainty in material properties on the in-plane lateral behavior and capacity of stone masonry walls via a stochastic discontinuum analysis framework. The framework is demonstrated via the 3D numerical
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c5fbc056c22897fca144a8f5e1798c23
https://hdl.handle.net/11250/3011130
https://hdl.handle.net/11250/3011130
Publikováno v:
Structure and Infrastructure Engineering. 16:1605-1615
As the oldest of the three suspension bridges spanning the Bosporus, the (First) Bosporus Bridge was commissioned in 1973. Its main span of 1074 m was originally designed to be suspended by incline...
Publikováno v:
Journal of Earthquake Engineering. 26:723-743
This paper presents system identification and seismic performance assessment of a masonry arch bridge located on the railway route which is on the northeastern part of Turkey. Forty-one masonry arc...
Autor:
Serdar Soyoz, Semih Gonen
Publikováno v:
Special Topics in Structural Dynamics & Experimental Techniques, Volume 5 ISBN: 9783030477080
To reduce the significant uncertainties associated with finite element modeling of masonry structures, one of the most efficient and novel approaches is the system identification using ambient vibrations and the use of modal parameters for updating o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::709ab6d95972373513314451e5d50aa7
https://doi.org/10.1007/978-3-030-47709-7_4
https://doi.org/10.1007/978-3-030-47709-7_4
Publikováno v:
International Journal of Architectural Heritage. 14:238-256
This article aims at contributing to the seismic performance assessment of a historic brick masonry building by finding a strength reduction coefficient through the use of linear and nonlin...