An approach for dynamic analysis of steel plate shear wall systems
Yükleniyor...
Tarih
2021
Yazarlar
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Croatian Association of Civil Engineers
Erişim Hakkı
info:eu-repo/semantics/openAccess
Attribution 3.0 United States
Attribution 3.0 United States
Özet
In this paper, the Timoshenko beam model (continuous system model) is originally adapted for dynamic analysis of steel plate shear wall (SPSW) systems. Dynamic characteristics for the first three modes are found by solving differential equation of the equivalent Timoshenko beam model using the differential transformation method. Dynamic characteristics are tabulated for quick and practical calculation. With the help of the dynamic characteristics, the response spectrum analysis of such buildings is performed. Using the approach developed in this study, it is possible to calculate not only natural periods, but also the base shear force, maximum storey displacement, and maximum storey drift ratio. The differential transformation method is used in this study for solving the differential equation written according to the continuous system calculation model. To investigate the suitability of the method presented in the study, an example taken from the literature is solved and the results are evaluated. The results show that the method presented can be used in the preliminary design stage.
Açıklama
Anahtar Kelimeler
Steel Plate Shear Wall, Continuum Model, Timoshenko Beam, Differential Transform Method, Dynamic Characteristics
Kaynak
Građevinar
WoS Q Değeri
Q4
Scopus Q Değeri
Cilt
73
Sayı
12
Künye
Gungor, Y., & Bozdogan, K. B. (2021). An approach for dynamic analysis of steel plate shear wall systems. [Dinamička analiza posmičnih stijena s čeličnom ispunom] Gradjevinar, 73(12), 1195-1207. doi:10.14256/JCE.3293.2021
