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
   integrative coefficient α 的翻译结果: 查询用时:0.168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
 

integrative coefficient α
相关语句
  整体性系数α
     The research results show that the mechanic properties of short-pier shear walls are the same as the combined shear walls and if the integrative coefficient α is increasing,the lateral stiffness and the bearing capacity will be getting up but the ductility and energy dissipation will be going down.
     研究表明,短肢剪力墙的受力性能与联肢墙相同,整体性系数α愈大,其侧向刚度和承载力愈大,但延性及耗能性能差。
短句来源
     To correctly define short-limb shear wall,the limb strength coefficient ζ and the integrative coefficient α are used to exhibit the mechanical performance of short-limb shear walls.
     为了正确定义短肢剪力墙,用肢强系数ζ和整体性系数α来反映短肢剪力墙的受力特性.
短句来源
  相似匹配句对
     Selection and Evaluation of Bits Based on Integrative Formation Coefficient
     利用地层综合系数法评价及优选钻头
短句来源
     THE ABSORPTION COEFFICIENT OF H~-
     H~-之吸收系数(英文)
短句来源
     On Integrative Education
     统一的教育观
短句来源
     economic coefficient;
     经济系数;
短句来源
     Integrative Measures of Information
     信息的综合测度
短句来源
查询“integrative coefficient α”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
没有找到相关例句


This paper analyzes the destroy modality and the stiffness failing of 2 R.C.short-pier shear walls specimens under laterally reversed low cyclic loading.The elastic top horizontal displacement and the bearing capacity are also theoretically analyzed and compared with results obtained in experiments to validate the correctness of the theoretical analysis.The research results show that the mechanic properties of short-pier shear walls are the same as the combined shear walls and if the integrative coefficient...

This paper analyzes the destroy modality and the stiffness failing of 2 R.C.short-pier shear walls specimens under laterally reversed low cyclic loading.The elastic top horizontal displacement and the bearing capacity are also theoretically analyzed and compared with results obtained in experiments to validate the correctness of the theoretical analysis.The research results show that the mechanic properties of short-pier shear walls are the same as the combined shear walls and if the integrative coefficient α is increasing,the lateral stiffness and the bearing capacity will be getting up but the ductility and energy dissipation will be going down.

分析了两榀钢筋混凝土短肢剪力墙试件在低周反复水平荷载作用下的破坏形态和刚度衰减,对其顶点弹性水平位移和承载力进行了理论分析,并与试验结果对照验证理论分析的正确性。研究表明,短肢剪力墙的受力性能与联肢墙相同,整体性系数α愈大,其侧向刚度和承载力愈大,但延性及耗能性能差。

To correctly define short-limb shear wall,the limb strength coefficient ζ and the integrative coefficient α are used to exhibit the mechanical performance of short-limb shear walls.Based on the analysis on top displacement of combined shear walls subjected to top horizontal loading by elastic finite element method,the law of top displacement of combined shear walls due to the varying of the limb strength coefficient ζ is acquired.The curve of top displacement is gentle when ζ is less...

To correctly define short-limb shear wall,the limb strength coefficient ζ and the integrative coefficient α are used to exhibit the mechanical performance of short-limb shear walls.Based on the analysis on top displacement of combined shear walls subjected to top horizontal loading by elastic finite element method,the law of top displacement of combined shear walls due to the varying of the limb strength coefficient ζ is acquired.The curve of top displacement is gentle when ζ is less than [ζ],here [ζ] is the limited value for distinguishing shear wall and framework,and k is a coefficient related to the number of stories.Therefore combined shear walls are divided into two classifications,i.e.shortlimb shear walls satisfying the condition ζ greater than or equal to k and long-limb shear walls satisfying the condition ζ less than k.Meanwhile,it is pointed out that the definition of short-limb shear walls given by Chinese code 'Technical specification for concrete structures of tall building'(JGJ3—2002) is wrong because the definition only considers the height of section of limb without taking the opening into account.

为了正确定义短肢剪力墙,用肢强系数ζ和整体性系数α来反映短肢剪力墙的受力特性.通过弹性有限元方法对联肢剪力墙在水平力作用下顶点水平位移的分析研究,发现了联肢剪力墙的顶点水平位移随肢强系数ζ的变化规律.当ζ

 
图标索引 相关查询

 


 
CNKI小工具
在英文学术搜索中查有关integrative coefficient α的内容
在知识搜索中查有关integrative coefficient α的内容
在数字搜索中查有关integrative coefficient α的内容
在概念知识元中查有关integrative coefficient α的内容
在学术趋势中查有关integrative coefficient α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