Ovunc Tezer
Istanbul Technical University
10 Papers
44 Citations
Ovunc Tezer is an academic researcher from Istanbul Technical University. The author has contributed to research in topics: Bridge (interpersonal) & Dynamic testing. The author has an hindex of 7, co-authored 10 publications.
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Papers
Assessment of a concrete arch bridge using static and dynamic load tests
TL;DR: In this article, the authors presented an assessment of a monumental concrete arch bridge with a total length of 210 meters having three major spans of 30 meters and a height of 65 meters, which is located in an earthquake-prone region in southern part of the country.
Fatigue life prediction of existing crane runway girders
TL;DR: In this article, the fatigue life of a crane runway girders of a steel mill structure was investigated and a detailed finite element model of the crane runway Girders were prepared using shell and beam elements.
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Fatigue life evaluation of a through-girder steel railway bridge
TL;DR: In this article, the remaining effective service life of a railway bridge and possible fatigue life extension were identified. And a statistical description of typical train cars was developed, which was then used to determine the remaining life of the railway bridge.
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Evaluation of a steel railway bridge for dynamic and seismic loads
TL;DR: In this paper, a railway bridge system with four discrete spans giving service on a double track railway line and located in an earthquake-prone region in Turkey is presented, where a three-dimensional computer model of the bridge was generated using a commercial general finite element analysis software.
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Remediation of settlements in a steel structure due to adjacent excavations
TL;DR: In this paper, the authors investigated the behavior of the Bosphorus crossing railway system under local ground settlements, 3D computer models using 3D beam elements and gap elements were carried out by using the commercially available software SAP2000.
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