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大尺度结构波浪力计算研究

张胡 刘清君 王登婷

水道港口2018,Vol.39Issue(2):151-156,187,7.
水道港口2018,Vol.39Issue(2):151-156,187,7.

大尺度结构波浪力计算研究

Research on calculation of wave forces acting on the large scale structure

张胡 1刘清君 2王登婷3

作者信息

  • 1. 中铁大桥勘测设计院集团有限公司,武汉430050
  • 2. 南京水利科学研究院,南京210029
  • 3. 水文水资源与水利工程科学国家重点实验室,南京210098
  • 折叠

摘要

Abstract

Based on the linear wave diffraction theory and the boundary element method,the three-dimensional mathematical model was established to calculate the wave forces acting on the large scale structure.In order to verify the accuracy of the models, the simulating value was compared with the classical analytical value of wave forces acting on the circular mound and the measured value of cofferdam wave force for Pingtan Strait Dual-purpose Bridge. The results show that the numerical model has higher precision.The contrast with the actually measured value has been rarely seen in similar studies at home and abroad.Finally, the model was applied to the calculation of wave force for Z03#foundation pile caps of Pingtan Strait Dual-purpose Bridge,and the satisfactory results were obtained.

关键词

跨海桥梁/大尺度结构/波浪力/数学模型

Key words

cross-sea bridge/large scale structure/wave force/mathematical model

分类

建筑与水利

引用本文复制引用

张胡,刘清君,王登婷..大尺度结构波浪力计算研究[J].水道港口,2018,39(2):151-156,187,7.

基金项目

国家重点研发计划资助(2017YFC1404206) (2017YFC1404206)

南京水利科学研究院中央级公益性科研院所基本科研业务费专项资金重大项目(Y218006)、重点项目(Y218005) (Y218006)

水道港口

OACSTPCD

1005-8443

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