Introduces the stress characteristics of the hollow pier at pillar top, summarizes the main characteristics of the constitution design, and the finite element analysis is carried out for the local stress distribution of the hollow pier at pillar top, and%介绍了空心墩墩顶的受力特点,概述了其构造设计要点,并对空心墩墩顶局部应力分布进行了有限元分析,提出了一些改善局部应力分布的建议,以指导墩顶构造设计。
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