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The paper presents a refined empirical method for calculating wind load combinations on open-framed structures, highlighting that maximum wind loads occur at angles between 20° and 40° rather than directly normal to the frames. Current methods often underestimate these loads by ignoring simultaneous loading on orthogonal frame sets, leading to inaccuracies in structural design. The proposed method provides a more accurate assessment of wind loads by considering the interaction between frame sets and is appl

Author

Tolga Yazan

Language

EN