助手标题  
全文文献 工具书 数字 学术定义 翻译助手 学术趋势 更多
查询帮助
意见反馈
   异型框架柱 在 建筑科学与工程 分类中 的翻译结果: 查询用时:0.662秒
图标索引 在分类学科中查询
所有学科
建筑科学与工程
更多类别查询

图标索引 历史查询
 

异型框架柱    
相关语句
查询“异型框架柱”译词为用户自定义的双语例句

    我想查看译文中含有:的双语例句
例句
为了更好的帮助您理解掌握查询词或其译词在地道英语中的实际用法,我们为您准备了出自英文原文的大量英语例句,供您参考。
  irregular column
(1) When projected on a screen each diffraction order can be described as an irregular column of fine structures consisting of elliptical spots and short jagged stripes.
      
  irregular column
(1) When projected on a screen each diffraction order can be described as an irregular column of fine structures consisting of elliptical spots and short jagged stripes.
      


The apartment building with double-windmill shaped plane has reasonable architectural functions, but the structural arrangement of these buildings is complex. In these buildings, the connecting floors between two parts are very narrow, and coresponding stiffness is weak. It is important to consider the deformations and forces in connecting floors in design. By computer program considering deformations of floors, the structure of apartment buildings under the action of earthquake forces has been analysed. In...

The apartment building with double-windmill shaped plane has reasonable architectural functions, but the structural arrangement of these buildings is complex. In these buildings, the connecting floors between two parts are very narrow, and coresponding stiffness is weak. It is important to consider the deformations and forces in connecting floors in design. By computer program considering deformations of floors, the structure of apartment buildings under the action of earthquake forces has been analysed. In addition, this structure is considered as a multicolumn-multimass vibration system, and direct dynamic analyses with input earthquake ground motions have been completed. The maximum dynamic responses during earthquake procces have been studied. It has shown, that this building system may satisfy the needs of seismic design, provided the coresponding seismic construction details are adopted.

风车形双连住宅建筑布置合理,结构上采用了部分异型框架柱,满足了居室无柱角突出的要求,很受欢迎。但结构布置复杂,中间连接部分宽度小,楼板薄弱。在水平力作用下连接部位楼板的变形与受力问题在设计中引起很大关注。本文采用考虑楼板变形的计算机程序分析了在水平地震力作用下的内力与变形,并按串并联多质点振动体系输入地震波进行动力时程分析,研究在整个地震过程中,连接部位的最大动力反应值。分析表明:只要对连接部位的楼板采取适当措施予以加强,是可以满足抗震要求的。

The apartment building with double-windmill plan shape is reasonable in its architectural functions, but rather complicated in structural design. As the width of the connecting floor between the two parts is very narrow in comparison with those of other floors, its stiffness is correspondingly weaker, thus requiring the designers to pay more attention to the deformation and- internal forces of the connecting floors.In this paper, the structure of such building under earthquake actions has been analyzed by computer...

The apartment building with double-windmill plan shape is reasonable in its architectural functions, but rather complicated in structural design. As the width of the connecting floor between the two parts is very narrow in comparison with those of other floors, its stiffness is correspondingly weaker, thus requiring the designers to pay more attention to the deformation and- internal forces of the connecting floors.In this paper, the structure of such building under earthquake actions has been analyzed by computer program in consideration of the deformation of floors. In which the "series-parallel multiple mass particle system" calculation scheme and direct dynamic analysis with imput earthquake waves are adopted and the maximum dynamic responses of the structure during earthquake period studied. It shows that this building system may satisfy the needs of aseismic design provided that the corresponding aseismic constructional details have been incorporated.

风车型双连住宅建筑布置合理,结构上采用部分异型框架柱,满足了居室无柱角突出的要求,很受欢迎。但结构布置复杂,中间连接部分宽度小,楼板薄弱。设计人员对在水平力作用下连接部位楼板的变形与受力问题很关注。本文采用考虑楼板变形的计算机程序分析了在水平地震力作用下的内力与变形,并按串并联多质点振动体系输入地震波进行动力时程分析,研究了在整个地震过程中,连接部位的最大动力反应值。分析表明:只要对连接部位的楼板采取适当措施予以加强,这种结构是可以满足抗震要求的。

 
图标索引 相关查询

 


 
CNKI小工具
在英文学术搜索中查有关异型框架柱的内容
在知识搜索中查有关异型框架柱的内容
在数字搜索中查有关异型框架柱的内容
在概念知识元中查有关异型框架柱的内容
在学术趋势中查有关异型框架柱的内容
 
 

CNKI主页设CNKI翻译助手为主页 | 收藏CNKI翻译助手 | 广告服务 | 英文学术搜索
版权图标  2008 CNKI-中国知网
京ICP证040431号 互联网出版许可证 新出网证(京)字008号
北京市公安局海淀分局 备案号:110 1081725
版权图标 2008中国知网(cnki) 中国学术期刊(光盘版)电子杂志社