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BETON AĞIRLIK BARAJLARININ GÖÇME DURUMLARININ BELİRLENMESİNDE ÖRTÜŞMELİ KAFES VE SONLU ELEMAN YAKLAŞIMLARININ KARŞILAŞTIRILMASI
Date
2017-10-11
Author
Soysal, Berat Feyza
Arıcı, Yalın
Binici, Barış
Tuncay, Kağan
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https://hdl.handle.net/11511/76824
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Seismic performance of a 253 m tall reinforced concrete core wall building in Istanbul, designed according to performance-based seismic design principles, was assessed to determine the response parameters that control the serviceability, safety and collapse performance limit states. An ambient vibration test of the building was performed to identify its dynamic properties, including the damping properties for service loads. A three- dimensional linear elastic finite element structural model of the building ...
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B. F. Soysal, Y. Arıcı, B. Binici, and K. Tuncay, “BETON AĞIRLIK BARAJLARININ GÖÇME DURUMLARININ BELİRLENMESİNDE ÖRTÜŞMELİ KAFES VE SONLU ELEMAN YAKLAŞIMLARININ KARŞILAŞTIRILMASI,” 2017, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/76824.