摘要
采用铁木辛柯稳定性理论公式,考虑沿桩长分布的重量因素,结合API规范,通过位于深水区域长桩的工程实例,对自由站立工况进行分析校核。
Pile Stick Up Analysis was made with Timoshenko Elastic stability formulae and API code to consider the buckling of a pile under distributed weight. Analysis on an engi- neering case to the pile in deep water was made with the method.
出处
《中国海洋平台》
2010年第2期34-38,共5页
China offshore Platform
关键词
铁木辛柯
弹性稳定理论
欧拉公式
深水桩
自由站立分析
imoshenko beam
elastic stability theory
Euler formula
deep water pile
stick up analysis
