Atıf İçin Kopyala
Zaifoğlu H., Yanmaz A. M., Baduna Koçyiğit M.
JOURNAL OF HYDROLOGIC ENGINEERING, cilt.27, ss.50220071-502200713, 2022 (SCI-Expanded)
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Yayın Türü:
Makale / Tam Makale
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Cilt numarası:
27
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Basım Tarihi:
2022
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Doi Numarası:
10.1061/(asce)he.1943-5584.0002182
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Dergi Adı:
JOURNAL OF HYDROLOGIC ENGINEERING
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Derginin Tarandığı İndeksler:
Science Citation Index Expanded (SCI-EXPANDED), Scopus, Aerospace Database, Applied Science & Technology Source, Aqualine, Aquatic Science & Fisheries Abstracts (ASFA), Communication Abstracts, Compendex, Computer & Applied Sciences, Environment Index, Geobase, INSPEC, Metadex, Pollution Abstracts, DIALNET, Civil Engineering Abstracts
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Sayfa Sayıları:
ss.50220071-502200713
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Anahtar Kelimeler:
Flood frequency analysis, Non-stationarity, Western Black Sea Basin, Mann-Kendall, Breakpoint, NONPARAMETRIC-TESTS, MANN-KENDALL, HOMOGENEITY, PRECIPITATION, TEMPERATURE, EXTREMES, SERIES
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Orta Doğu Teknik Üniversitesi Adresli:
Evet
Özet
Redundancy is related to the amount of functionality that the structure can
sustain in the worst-case scenario of structural degradation. This paper
proposes a widely-applicable concept of redundancy optimization of
finite-dimensional structures. The concept is consistent with the robust
structural optimization, as well as the quantitative measure of structural
redundancy based on the information-gap theory. A derivative-free algorithm is
proposed based on the sequential quadratic programming (SQP) method, where we
use the finite-difference method with adaptively varying the difference
increment. Preliminary numerical experiments show that an optimal solution of
the redundancy optimization problem possibly has multiple worst-case scenarios.