Yazar
Erkmen, Bülent
Basım Tarihi
2018-03
Basım Yeri
-
Turkish Chamber of Civil Engineers
Konu
Blast loads, Blast-resistant steel modular buildings, Equivalent single degree of freedom, Dynamic interaction
Tür
Süreli Yayın
Dil
İngilizce
Dijital
Evet
Yazma
Hayır
Kütüphane
Özyeğin Üniversitesi
Demirbaş Numarası
1300-3453
Kayıt Numarası
4cbf4486-1947-4235-93ca-95bc07d6deb7
Lokasyon
Civil Engineering
Tarih
2018-03
Örnek Metin
Two blast analysis methods widely used are three-dimensional finite element (FE) and uncoupled equivalent single degree of freedom (ESDOF) methods. The uncoupled equivalent ESDOF method, which is the most common blast analysis method, provides considerable advantages and simplicity in analysis and design stages. However, the inherent assumptions and simplifications involved but especially neglecting member's dynamic interactions can significantly affect accuracy of analysis results. In this study, blast performance of a prototype two-module steel blast-resistant building is evaluated using uncoupled ESDOF and FE methods. The results are compared to evaluate adequacy of uncoupled ESDOF method for blast analysis of the structure.
DOI
10.18400/tekderg.389954
Cilt
29
