Inelastic Moment Resistances of Welded Steel Beams with Initial Shape Imperfections

Numerical procedures based on geometric and material nonlinearities are proposed in the present study to evaluate the inelastic responses of welded steel beams with the initial shape imperfections of welds, braces and out-of-straightness. The convergent deformations/moments of the present solutions...

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Bibliographic Details
Main Authors: Van Pham Phe, Doan-Tan Thi, Le-Dang Dung, Xuan-Huy Nguyen
Format: Article
Language:English
Published: Sciendo 2024-12-01
Series:Civil and Environmental Engineering
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Online Access:https://doi.org/10.2478/cee-2024-0048
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