Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi, Год журнала: 2025, Номер 14(2), С. 659 - 667
Опубликована: Апрель 15, 2025
Space-frame structures are extensively used in modern architecture and engineering due to their high load-bearing efficiency, lightweight nature, suitability for large-span applications. This study assesses seismic response through nonlinear static time-history analyses using finite element modeling ABAQUS. Various configurations with different spans, heights, column arrangements were analyzed under loads. The modification factor (R) was evaluated concerning ductility-based reduction, overstrength, allowable stress factors, ranging from 2.6 3.8. Results indicate that structural ductility plays a crucial role determining the Response factor, notable variations across configurations. Increasing number of columns improves this whereas low-story models exhibit reduced ductile behavior. Time-history analysis reveals base shear values remain within similar range but sensitive frequency content. Additionally, increasing story height leads significant rise maximum roof displacement, highlighting influence on performance stability dynamic conditions.
Язык: Английский