The upper bound for buckling failure of bedding slope is derived in the form of displacement by researching buckling deformation factors.
通过对顺层边坡岩体结构屈曲和后屈曲变形因素的分析，提出了以位移形式表示的层状边坡溃屈破坏的上限值。
Buckling failure of column-bracing systems is caused by buckling failure of a column.
柱列支撑体系的失稳破坏是由于单柱失稳破坏引发的。
Buckling failure of column-bracing systems is caused by buckling failure of a column.
柱列支撑体系的失稳破坏是由于单柱失稳破坏引发的。
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