首页 | 本学科首页   官方微博 | 高级检索  
     

潜式沉箱-群桩-平台型复合结构的水动力特性
引用本文:郭传胜,张宁川,黄玉新,裴玉国. 潜式沉箱-群桩-平台型复合结构的水动力特性[J]. 中国海洋平台, 2011, 26(2): 32-36
作者姓名:郭传胜  张宁川  黄玉新  裴玉国
作者单位:大连理工大学,大连,116024
基金项目:国家自然科学基金,博士后基金
摘    要:通过点压力试验对由潜式沉箱-群桩-平台组合成的新型复合结构受到的波浪压力进行系统研究。分析了时域内不同位置的压强特点,并对整个结构最大压力的空间分布进行探讨,给出了不同位置压强与相对波高(H/S)的关系,为结构设计应用提供参考。

关 键 词:潜式沉箱  复合机构  波浪压强  相位差

The Hydraulic Performance of Caisson-pile-deck Composite Structure
GUO Chuan-sheng,ZHANG Ning-chuan,HUANG Yu-xin,PEI Yu-guo. The Hydraulic Performance of Caisson-pile-deck Composite Structure[J]. China offshore Platform, 2011, 26(2): 32-36
Authors:GUO Chuan-sheng  ZHANG Ning-chuan  HUANG Yu-xin  PEI Yu-guo
Affiliation:GUO Chuan-sheng,ZHANG Ning-chuan,HUANG Yu-xin,PEI Yu-guo (Dalian University of Technology,Dalian 116024)
Abstract:Through experiment in the wave flume,systematic study was carried out on wave forces acting on caisson-pile-deck composite structure.The characteristics of dynamic pressures at different positions were compared and discussed in time domain.The spatial distributions of maximum wave pressure on the composite structure were analyzed and the relation between wave pressure and relative wave height(H/S) was investigated,which may be useful for the engineering design and application.
Keywords:submerged caisson  composite structure  wave pressure  phase difference  
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号