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normal section flexural load-bearing capacity
相关语句
  正截面极限承载力
     The formula of normal section flexural load-bearing capacity is given by the third stage in theory of three-stage.
     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。
短句来源
     The analysis and comparison with other formula by calculation examples offer a more convenient and practical formula for normal section flexural load-bearing capacity.
     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。
短句来源
  正截面极限承载力验算
     The formula of normal section flexural load-bearing capacity is given by the third stage in theory of three-stage.
     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。
短句来源
     The analysis and comparison with other formula by calculation examples offer a more convenient and practical formula for normal section flexural load-bearing capacity.
     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。
短句来源
  “normal section flexural load-bearing capacity”译为未确定词的双语例句
     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
     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
     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
     Secondly examine and confirm normal and tumor section .
     二:全部癌组织和正常组织切片都经常规病理学检查予以确认。
短句来源
     Normal Section Optimal Design of Reinforced Concrete Beam
     钢筋混凝土梁正截面的优化设计
短句来源
     Rotae Normal Vector to Get Arbitrary 3D-section
     用旋转矢量法实现任意三维剖面
短句来源
     THE CAPACITY OF NORMAL SECTION FOR HIGH -STRENGTH CONCRETE MEMBERS
     高强混凝土构件正截面承载力计算方法
短句来源
     Studies on Cross-section's Normal Stress for Circular Shaft
     圆轴纯扭转时横截面上的正应力研究
短句来源
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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...

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

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。

 
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