首页 | 本学科首页   官方微博 | 高级检索  
文章检索
  按 检索   检索词:      
出版年份:   被引次数:   他引次数: 提示:输入*表示无穷大
  收费全文   6篇
  完全免费   1篇
  海洋学   7篇
  2019年   1篇
  2008年   2篇
  2004年   1篇
  1996年   1篇
  1983年   1篇
  1980年   1篇
排序方式: 共有7条查询结果,搜索用时 31 毫秒
1
1.
用直接法分析超大型浮体的水弹性响应   总被引:2,自引:2,他引:2  
探讨了浮舟桥型超大型浮体结构的水弹性响应分析问题。将超大型浮体结构简化成弹性平板模型,用压力分布法计算流体压力,用直接法计算流体-结构系统,给出了它们的数学计算模型。计算表明本计算方法和程序是正确的,并能保证充分的精度,进而计算了更大尺度的超大型浮体,分析了波长、波向等对响应振幅的影响。  相似文献
2.
High-pile and beam-slab quays have been widely used after several years development. They are mature enough to be one of the most important structural types of wharves in China coastal areas. In order to accommodate large tonnage vessels, wharves should be eorrstructed in deep water gradually. However, conventional high-pile and beam-slab structares are hard to meet the requirements of large deep-water wharf. According to arch' s stress characteristics, a new type of wharf with catenary arched longitudinal beams is presented in this paper. The new wharf structure can make full use of arch's overhead crossing and reinforced concrete compression resistance, improve the interval between transverse bents greatly, and decrease underwater construction quantity. Thus, the construction cost cab be reduced. Take the third phase project of the Yangshan Deep-water Port for example, comparative analysis on catenary arched longitudinal beams and conventional longitudinal beams has been made. The result shows that with the same wharf length and width, the same loads and same longitudinal beam moment, catenary arch structure can improve the interval between bents up to 28 m, decrease the nmnber of piles and underwater construction quantity.  相似文献
3.
氨在海水中主要以铵离子形式存在,也含有适量的水合氨分子和游离氨分子,其比例随海水PH、温度而不同。海洋化学上所称氨含量或铵氮量是指三者含氮量的总和。海水中氨的含量甚微,年变化约在5~50毫克/立方米之间。一般采用比色法和分光光度法进行测定。氨—氮为海水中生原要素之一、是海藻类的主要氮素营养盐,它的  相似文献
4.
在密闭养殖系统水环境中,除溶解氧含量外,水生动物排泄的氮化合物对其自身生存、生长的毒性影响,是养殖中最重要的一个参数。氮化合物主要来源于饵料中蛋白质的代谢。氨和尿素是蛋白质分解主要的终端产物。尿素由于  相似文献
5.
给出了介于群分次Artin环与群分次本原环之间的一种群分次环,即含有极小右理想的群分农本原环的结构。证明了A为含有极小右理想的群分次本原环的充要条件是A为含有有限秩线性变换的群分次稠密线性变换环。  相似文献
6.
High-pile and beam-slab quays have been widely used after several years development.They are mature enough to be one of the most important structural types of wharves in China coastal areas. In order to accommodate large tonnage vessels, wharves should be constructed in deep water gradually. However, conventional high-pileand beam-slab structures are hard to meet the requirements of large deep-water wharf.According to arch''s stresscharacteristics, a new type of wharf with catenary arched longitudinal beams is presented in this paper. The new wharf structure can make full use of arch''s overhead crossing and reinforced concrete compression resistance, improve the interval between transverse bents greatly, and decrease underwater construction quantity. Thus, the construction cost cab be reduced. Take the third phase project of the Yangshan Deep-water Port for example, comparative analysis on catenary arched longitudinal beams and conventional longitudinal beams has been made. The result shows that with the same wharf length and width, the same loads and same longitudinal beam moment, catenary arch structure can improve the interval between bents up to 28 m, decrease the number of piles and underwater construction quantity.  相似文献
7.
曹洋  张淑华  孙林 《海洋通报》2019,(6):719-726
海洋油气资源的运输主要通过海底管道进行,管道在工作时受到较大的温度荷载,会产生整体屈曲变形。深海管道设计中常采用人为装置触发一定程度的水平向整体屈曲变形,来释放轴向的温度应力,浮力装置是常用的触发方式之一。本 文通过数值模拟研究,分析了不同浮力大小和不同浮力施加范围下,管道水平向整体屈曲的临界屈曲力,得出临界屈曲力随浮力大小和施加范围变化的情况;并研究了不同土体阻力下,浮力装置触发整体屈曲的效果。研究表明,水平向土体阻力较大时,浮力装置触发水平向整体屈曲的效果较好。浮力装置的触发效果对轴向土体阻力不敏感。  相似文献
1
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