Determination of the In-Plane Behavior of Masonry Walls Using the Truss Model
Küçük Resim Yok
Tarih
2024
Yazarlar
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Taylor & Francis Inc
Erişim Hakkı
info:eu-repo/semantics/closedAccess
Özet
The diverse characteristics of masonry structures make it difficult to determine their behavior. The development of numerical methodologies using various approaches and assumptions reflects the need for adaptable methods to accommodate these diverse structures. This study focuses on a novel simplified approach for analyzing masonry walls. The proposed method uses truss elements with a well-known theoretical background to elucidate the load-bearing capacity, damage formation and its causative factors, and failure mechanics of masonry piers within a plane. Five masonry wall samples from three different studies were used to validate the accuracy of the proposed approach. Pushover analyses were performed using software with nonlinear analysis capabilities, which was developed in the Python programming language. Consequently, the obtained results were compared with the literature data. This method provides initial expectations such as simplification and consistency, making it a potential alternative for the preliminary assessment of masonry structures.
Açıklama
Anahtar Kelimeler
In-Plane Behavior, Masonry Wall, Simplified Truss Model, The Capacity Curve, Truss Element
Kaynak
International Journal of Architectural Heritage
WoS Q Değeri
N/A
Scopus Q Değeri
Q1
