The design of the main structure, foundation, stage thin-walled tube of Shanghai Theatre as well as the cantilever platform beam of its audience hall are introduced.
主要介绍上海大剧院结构设计概况、基础设计、舞台薄壁筒体及观众厅挑台梁设计等。
Based on the field surveys about the cantilever beams of the "CPOE5" oil-drilling platform, dangerous stress areas are determined.
在对“中油海5”钻井平台悬臂梁实地勘测的基础上，确定危险应力区。
The present method is validated through a cantilever beam and a offshore platform.
并通过悬臂梁和海洋平台的数值模拟对该方法进行了验证。
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