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不规则波作用下高桩码头结构面板动力响应计算分析
引用本文:方 辰,欧阳峰,黄海龙.不规则波作用下高桩码头结构面板动力响应计算分析[J].水运工程,2012(11):68-72.
作者姓名:方 辰  欧阳峰  黄海龙
作者单位:1. 南京水利科学研究院勘测设计院,江苏南京,210024
2. 河海大学港口海岸与近海工程学院,江苏南京,210029
3. 南京水利科学研究院河港研究所,江苏南京,210024
摘    要:以物理模型试验对应的原型高桩码头单面板及整体结构为研究对象,通过有限元计算软件ABAQUS建立其有限元分析模型,并针对码头单面板及整体结构进行静动力计算,研究分析不同波浪类型、不同作用频率下码头单面板及整体结构动力响应的影响,对比分析采用不同简化荷载计算的合理性.

关 键 词:高桩码头  面板  波浪  动力响应

Calculation and analysis of high-pile pier's panel dynamic response under action of irregular waves
FANG Chen,OUYANG Feng and HUANG Hai-long.Calculation and analysis of high-pile pier's panel dynamic response under action of irregular waves[J].Port & Waterway Engineering,2012(11):68-72.
Authors:FANG Chen  OUYANG Feng and HUANG Hai-long
Affiliation:Survey & Design Department of Nanjing Hydraulic Research Institute, Nanjing 210094, China;College of Harbor, Coastal and Offshore Engineering, Hohai University, Nanjing 210029, China;River and Harbor Engineering Department, Nanjing Hydraulic Research Institute, Nanjing 210024, China
Abstract:The prototype high-pile pier panel corresponding to the physical model test is used as the object of study, by finite element analysis software ABAQUS to establish the finite element analysis model, and according to the static and dynamic calculations for single pier panel and the whole structure, this paper studies the dynamic response of the single panel and the whole structure in different types of waves and the different simplified loads.
Keywords:high-pile pier  panel  wave  dynamic response
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