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
   flexural load-bearing capacity 的翻译结果: 查询用时:0.014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
 

flexural load-bearing capacity
相关语句
  受弯承载力
     Based on the structural reliability theory, this article makes an approach to the reliability of the design strength for CFS (Carbon Fiber Sheets) and the reliability of the method for calculating the normal section flexural load-bearing capacity.
     本文从结构可靠度理论出发,对碳纤维材料设计强度取值的可靠度以及梁静载条件下正截面受弯承载力公式的可靠度进行了应用研究;
短句来源
  “flexural load-bearing capacity”译为未确定词的双语例句
     Experimental study on flexural load-bearing capacity of high efficient prestressed concrete beams
     高效预应力混凝土梁受力性能试验研究
短句来源
     And the method for calculating the normal section flexural load-bearing capacity can meetthe reliability requirements.
     文末对碳纤维加固梁的正截面受弯和斜截面受剪承载力设计计算以及特殊设计要求提出了设计建议。
短句来源
     With the analyzed results , calculating formula for flexural load-bearing capacity ,short-period rigidity and ductility of RC beams strengthened with CFS are suggested.
     最后,根据基于平截面假定的混凝土梁受弯基本理论,提出了碳纤维布加固混凝土梁正截面承载力的计算公式、短期刚度的计算公式和受弯延性简化计算公式。
短句来源
     Based on the mechanical performance of reinforced concrete beams prestressed with CFRP, the method for calculating the normal section flexural load-bearing capacity is proposed, which can match the data from experiment well.
     通过对预应力碳纤维布加固钢筋混凝土梁力学性能的研究,本文提出了开裂荷载、屈服荷载以及正截面抗弯承载力的计算公式,计算结果能较好的吻合试验结果。
短句来源
  相似匹配句对
     Flexural Vibration of Non-linear Beam with the Random Load (I)
     一类非线性梁在随机载荷作用下的弯曲振动(Ⅰ)
短句来源
     When the axial load is small, the joint produces the flexural stress;
     当轴向压力较小时,接头引起钻柱弯曲应力;
短句来源
     Influence of Flexural Load on the Carbonation Processes of Cement Paste and Mortar
     弯曲荷载对硬化水泥浆体和砂浆碳化过程的影响
短句来源
     ELECTRONIC LOAD
     电子负载的研制
短句来源
     Flexural Vibration of Non-linear Beam with the Random Load (II)
     一类非线性梁在随机载荷作用下的弯曲振动(II)
短句来源
查询“flexural load-bearing capacity”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


Utilizing the basic theory of the method of resultant internal forces,the practical calculating formulas for the crack resistance capacity of normal section are deduced.These formulas consider the influence of the secondary axial force and secondary moment and use the resultant internal force directly.They are able to apply to calculate the normal section flexural load\|bearing capacity of flexural member,compressive loading\|bearing capacity of eccentric compression member and...

Utilizing the basic theory of the method of resultant internal forces,the practical calculating formulas for the crack resistance capacity of normal section are deduced.These formulas consider the influence of the secondary axial force and secondary moment and use the resultant internal force directly.They are able to apply to calculate the normal section flexural load\|bearing capacity of flexural member,compressive loading\|bearing capacity of eccentric compression member and tensile load\|bearing capacity of eccentric tension member.

利用综合内力法原理 ,推导了预应力混凝土结构正截面极限承载力计算公式 ,这些公式采用预应力作用下的综合内力 ,考虑次轴力和次弯矩的影响 ,可用于正截面受弯承载力、偏心受压承载力和偏心受力各类结构的承载力计算。本文公式简捷 ,方便工程应用

Twenty-four prestressed concrete beams were tested under static loading with constant amplitudes to investigate their flexural load-bearing capacity. Several factors are considered, such as grade of concrete strength, prestress ratio, reinforcement index and percentage elongation of steel strands. Effect of such factors on crack width, deformation flexural load-bearing capacity and failure mode are analyzed. The results are compared with the code (GB 50010—2002). It is concluded that crack width...

Twenty-four prestressed concrete beams were tested under static loading with constant amplitudes to investigate their flexural load-bearing capacity. Several factors are considered, such as grade of concrete strength, prestress ratio, reinforcement index and percentage elongation of steel strands. Effect of such factors on crack width, deformation flexural load-bearing capacity and failure mode are analyzed. The results are compared with the code (GB 50010—2002). It is concluded that crack width and deformation of high efficient prestressed concrete beams only with steel cable can still be under control, and the percentage elongation of steel strands has direct effect on the failure mode of the beams, and the effect of percentage elongation of steel strands on the failure mode should be considered during structure design.

为了研究高效预应力混凝土受弯构件的受力性能,对 24根预应力混凝土梁进行了试验研究,分析了混凝土强度等级、预应力比率、配筋指数、钢绞线的延伸率等参数对试件裂缝、变形、受弯承载力和破坏形态的影响,并与规范 (GB50010—2002)进行了比较.研究结果表明, 受拉区仅配置预应力钢绞线的高效预应力混凝土受弯构件在正常使用阶段裂缝宽度和挠度可以控制,且钢绞线延伸率大小对其破坏形态有直接影响,并建议结构设计时应考虑钢绞线的延性对破坏形态的影响.

Aimed at overcoming the problem of lateral restraint column, this paper introduces the division of the influence of the lateral restraint column on the pre-stressed concrete frame structure into three stages. The analysis of three stages leads to the possibility that the effects of lateral restraint on transfer of pre-stress can be regarded as the pre-stress loss(σlcon), due to structure type, properties of member section and pre-compress force. The coefficient(ηi,j) of effects for lateral restraint frame column...

Aimed at overcoming the problem of lateral restraint column, this paper introduces the division of the influence of the lateral restraint column on the pre-stressed concrete frame structure into three stages. The analysis of three stages leads to the possibility that the effects of lateral restraint on transfer of pre-stress can be regarded as the pre-stress loss(σlcon), due to structure type, properties of member section and pre-compress force. The coefficient(ηi,j) of effects for lateral restraint frame column on transfer of pre-compress stress is calculated by expanding the equivalent spring model to multi-storey lateral restraint concrete frame structure. The formula of normal section flexural load-bearing capacity is given by the third stage in theory of three-stage. The analysis and comparison with other formula by calculation examples offer a more convenient and practical formula for normal section flexural load-bearing capacity.

为解决侧向约束问题,提出了侧向约束柱作用于预应力砼框架结构的三个阶段。通过对三阶段的分析,将侧向约束对预压力传递影响看成由结构形式、构件截面属性和预压力造成的预应力损失σlcon。将等效弹簧模型扩展到多层侧向约束砼框架,计算出侧向约束框架柱对预压力传递影响系数ηi,j。利用三阶段理论中的第三阶段推导出正截面极限承载力验算公式。通过实际算例同其他公式相比较分析,给出了一种实用方便的正截面极限承载力验算公式。

 
<< 更多相关文摘    
图标索引 相关查询

 


 
CNKI小工具
在英文学术搜索中查有关flexural load-bearing capacity的内容
在知识搜索中查有关flexural load-bearing capacity的内容
在数字搜索中查有关flexural load-bearing capacity的内容
在概念知识元中查有关flexural load-bearing capacity的内容
在学术趋势中查有关flexural load-bearing capacity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