21. Global lateral buckling - Geometric nonlinear analysis with an initial imperfection
Автор: mBrace3D
Загружено: 2023-01-29
Просмотров: 194
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This video explores the concept of global lateral buckling for a straight twin-girder bridge. Point loads are applied at the ends to simulate a uniform moment along the girders. An eigenvalue buckling analysis is conducted first. Then, a geometric nonlinear analysis is performed, with an initial imperfection entered as a fraction of the global lateral buckling mode.
Ref.: Yura, J., Helwig, T., Herman, R. and Zhou, C. (2008). "Global lateral buckling of I-shaped girder systems", Journal of Structural Engineering, Vol. 134, No. 9
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