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Karayolu Yatırımlarının Değerlendirilmesinde Kullanılan Fayda-Maliyet Analizi Sonuçlarının İrdelenmesi
Date
2000-11-03
Author
Birgönül, Mustafa Talat
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https://hdl.handle.net/11511/76125
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Seismic behavior of bridges is a vital issue for all earthquake prone countries. Accurate seismic analysis of bridges is important because bridges are one of the most important transportation networks in Turkiye which is an earthquake prone country located on three main fault lines as Northern Anatolia Fault, East Anatolia Fault and West Anatolia Fault. In engineering practice in Turkiye there are three main specifications which are AASHTO LRFD Design Specifications for Bridge Design, Eurocodes and Turkish ...
Developing test procedure and design of fixture for dynamic test of road ambulances
Kaya, Sinan; Gökler, Mustafa İlhan; Department of Mechanical Engineering (2019)
The number of traffic accidents involving road ambulances is increasing. This situation increases the risk of death and injury of the patients and healthcare workers transported in the patient transport cabin of the road ambulances. Therefore, providing a safer environment for these occupants has become important. Medical devices, drawers, stretcher systems used in the road ambulances should be secured to avoid endangering safety of the occupants. The conformity of the fixing systems designed for this purpo...
Kıyı Yapıları Tasarımında Risk Parametresi Kullanılarak İnşaat Maliyetinin Modellenmesi
Ergin, A,; Balas, Ce; Birgönül, Mustafa Talat; Ersarı, M, (null; 1998-09-25)
Kıyı Yapılarının Proje Yönetiminde Güvenilirliğe Dayalı Risk Değerlendirme Üzerine Karşılaştırmalı bir Çalışma
Ergin, A,; Birgönül, Mustafa Talat; Balas, C,; Mb, Önder (null; 2000-10-07)
Kıyı Yapıları İnşaatlarının Benzeşim Yöntemi ile Planlanması
Balas, Ce; Ergin, A,; Birgönül, Mustafa Talat (1997-09-16)
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M. T. Birgönül, “Karayolu Yatırımlarının Değerlendirilmesinde Kullanılan Fayda-Maliyet Analizi Sonuçlarının İrdelenmesi,” 2000, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/76125.