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不等跨连续梁
相关语句
  unequal span continuous beam
     Optimal design of the section of unequal span continuous beam
     不等跨连续梁截面尺寸的优化
短句来源
     Section Size Optimization Of Unequal Span Continuous Beam
     不等跨连续梁截面尺寸的优化
短句来源
     STUDY ON OF THE ACCURATE QUANTITY OF SUPPORT MOMENT OF UNEQUAL SPAN CONTINUOUS BEAM
     不等跨连续梁支座弯矩的计算
短句来源
     This paper analyzes the effect that different sections impact on beam internal force and section design. It puts forward the concept of optimum line stiffness ratio in allusion to the unequal span continuous beam,calculates frame inner force using PKPM structure design software to get the optimum line stiffness ratio and section size optimization of unequal span continuous beam.
     分析了不同截面对梁结构内力、截面设计的影响,针对不等跨连续梁提出最优线刚度比的概念,并通过PKPM结构设计软件计算出不同截面下梁的框架内力,对比分析出梁的的最优线刚度比,以期达到不等跨连续梁截面尺寸的优化。
短句来源
  “不等跨连续梁”译为未确定词的双语例句
     Study on Fast Calculation of the Accurate Quantity of Sup port Moment of Unequal Span Continuous Bean
     不等跨连续梁支座弯矩精确值速算研究
短句来源
     This paper has made use of the mo me nt distribution method to bring on the formulas of support moment of unequal spa n continuous beam less than or equal to four spans.
     本文利用弯矩分配法推导出四跨以内不等跨连续梁支座弯矩精确值的算式。
短句来源
     The results should be used to design concrete continuous beams of two and three spans prestressed with localized tendons.
     所得出的结果可作为局部张拉预应力筋加固混凝土等跨及不等跨连续梁内力计算的依据
短句来源
  相似匹配句对
     Optimal design of the section of unequal span continuous beam
     不等连续截面尺寸的优化
短句来源
     Section Size Optimization Of Unequal Span Continuous Beam
     不等连续截面尺寸的优化
短句来源
     STUDY ON OF THE ACCURATE QUANTITY OF SUPPORT MOMENT OF UNEQUAL SPAN CONTINUOUS BEAM
     不等连续支座弯矩的计算
短句来源
     Study on Fast Calculation of the Accurate Quantity of Sup port Moment of Unequal Span Continuous Bean
     不等连续支座弯矩精确值速算研究
短句来源
     Design of the Closure-process in the Construction of Multi-span Continuous Girders
     多连续的合龙设计
短句来源
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The dynamic coefficients of railway continuous bridge under high speed trains and the stability of trains are studied. The study results show that the dynamic coefficients of continuous bridge and train stability are smaller than those of simply supported bridge, and the dynamic coefficients for design are proposed. By analyzing the dynamic responses of continuous bridge when the spans are unequal, the method for calculating dynamic coefficients is discussed.

介绍了铁路连续梁桥在高速列车作用下,冲击系数和列车运行舒适度的研究.计算表明,连续梁桥的冲击系数和列车舒适度,比简支梁桥有一定减小,提出了连续梁桥设计冲击系数.通过对不同跨度配合情况下连续梁桥的动力分析,研究了不等跨连续梁桥冲击系数的计算方法

This paper has made use of the mo me nt distribution method to bring on the formulas of support moment of unequal spa n continuous beam less than or equal to four spans.

本文利用弯矩分配法推导出四跨以内不等跨连续梁支座弯矩精确值的算式。

The use of localized tendons to prestress statically indeterminate beams is examined. The two spans continuous beams should be calculated to determine the prestressing moments produced by localized tendons. Based on the analysis, the moments formulas should be computed, which will lead to strengthening the RC continuous beams of the three spans prestressed with localized tendons. By means of the principle of superposition, total moments can be obtained when many sections should be strengthened. The effects...

The use of localized tendons to prestress statically indeterminate beams is examined. The two spans continuous beams should be calculated to determine the prestressing moments produced by localized tendons. Based on the analysis, the moments formulas should be computed, which will lead to strengthening the RC continuous beams of the three spans prestressed with localized tendons. By means of the principle of superposition, total moments can be obtained when many sections should be strengthened. The effects of the continuous beams' moments produced location of prestressing are analyzed. The results should be used to design concrete continuous beams of two and three spans prestressed with localized tendons.

针对局部张拉预应力筋加固混凝土超静定梁内力 ,采用结构力学方法进行了计算分析 .首先讨论了不等跨连续梁在不同部位张拉预应力筋时的内力计算 ,得出了加固结构不同截面时超静定梁内支座产生的主、次弯矩及综合弯矩的计算表达式 .在此基础上 ,分析了等跨连续梁的内力计算 ,根据叠加原理 ,即可得到超静定梁多个截面同时加固时的总弯矩 .论文还分析了预应力筋位置对加固连续梁内力的影响 .所得出的结果可作为局部张拉预应力筋加固混凝土等跨及不等跨连续梁内力计算的依据

 
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