In-plane elastic buckling of pin-ended shallow parabolic arches (original) (raw)

Engineering Structures, 2007

Tae-Hyung Lee

Ki-Yong Yoon

Jiho Moon

Abstract

The classical buckling theory is commonly adopted to evaluate the buckling load of arches regardless of their types and shapes. For shallow arches, however, the classical buckling theory may overestimate the buckling load because of a large pre-buckling deformation. In this study, the ...

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