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柱框架
相关语句
  column frame
     Discussion on Design of Special-Shaped Column Frame Structure
     异形柱框架结构设计探讨
短句来源
     Discussion on the design of special-shaped column frame system
     异形柱框架体系的设计探讨
短句来源
     Design method and parameters control of Special shape column frame Structure
     异形柱框架结构设计方法分析与参数控制
短句来源
     A discussion on seismic design methods of weak sections of special shaped column frame
     异形柱框架薄弱部位抗震设计方法探讨
短句来源
     DESIGN FOR SPECIAL-SHAPED COLUMN FRAME
     异形柱框架设计
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  columns frame
     Design of Special Shaped Columns Frame Structure
     异形柱框架结构的设计
短句来源
     Simplified Calculation of Core-Sparse Columns Frame Structure
     筒体稀柱框架结构的简化计算
短句来源
     Special-shaped columns frame is peculiar structure in ourcountry.
     异形柱框架结构是我国特有的一种结构形式,多用于多层结构。
短句来源
     Special-shaped columns frame structure is a characteristic structure form in Chinese building project structure field.
     异形柱框架结构是我国建筑工程结构领域内一种特有的结构形式,这种结构室内不突棱角、结构自重轻,特别适用于城市的多层及小高层住宅建筑中。
短句来源
     Mechanics Performance Research of Specical-Shaped Reinforced Concrete Columns Frame Structure
     钢筋混凝土异形柱框架结构的受力特性研究
短句来源
更多       
  column frame structure
     Discussion on Design of Special-Shaped Column Frame Structure
     异形柱框架结构设计探讨
短句来源
     Design method and parameters control of Special shape column frame Structure
     异形柱框架结构设计方法分析与参数控制
短句来源
     Experimental study on earthquake response of a CFST column frame structure model
     钢管混凝土柱框架结构模型地震反应试验研究
短句来源
     Seismic Behavior Analysis of Special-Shaped Column Frame Structure
     异形柱框架结构抗震性能分析
短句来源
     Analysis of aseismic performance on special-shaped column frame structure
     异形柱框架结构的抗震性能分析
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  “柱框架”译为未确定词的双语例句
     The construction of frame structure installation of multi-layer H section steel mast
     多层H型钢柱框架结构安装施工
短句来源
     Nonlinear Finite Element Analysis on the Shear Strength of T-Shaped Column Joints of Reinforced Concrete Frame Structure
     钢筋混凝土异形柱框架T形节点强度非线性有限元分析
短句来源
     Analysis and Design of Frame Structure With Speicial-Shaped Columns
     异形柱框架结构的分析与设计
短句来源
     Design of Special-shaped-column Frame-structure House
     异型柱框架结构住宅设计
短句来源
     Heterogeneous column portal frame construction design discussion
     异型柱框架结构设计探讨
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  column frame
The improvement of beam bar bond was found more beneficial for a weak-beam strong-column frame.
      
When a large enough length of the column frame protrudes from the global frame, it would be supported by means of ropes.
      
  columns frame
All damaged elements were located on the first floor columns where the columns frame into the first floor beams.
      


In this paper, the "0.618" method is used to the optimum design of rein- forced concrete members. For R. C. frames, optimum design will be accom- plished by iterations. Each iteration begins with a structural analysis of the design obtained from the previous iteration; then each member of frame is subjected to optimization under the internal forces given by the analysis; if the members of frame are divided into groups of same size, the controlling size of members will be determined for each group; the new design...

In this paper, the "0.618" method is used to the optimum design of rein- forced concrete members. For R. C. frames, optimum design will be accom- plished by iterations. Each iteration begins with a structural analysis of the design obtained from the previous iteration; then each member of frame is subjected to optimization under the internal forces given by the analysis; if the members of frame are divided into groups of same size, the controlling size of members will be determined for each group; the new design so obta- ined will be the object of the next iteration. The method is quite simple and convergent quickly. On the small digital computer TQ-16, only 3 seconds are required to optimize a beam or a column with rectangular section, and a minimum-cost design of a frame with two bays of five stories requires 7-10 minutes including printing time.

本文采用0.618法对钢筋混凝土梁、柱构件进行优化设计,对钢筋混凝土框架 则在给定初始截面的条件下进行内力分析.即首先对梁、柱的逐个构件按0.618法 进行优化设计,然后按构件的分类,在同类构件的优化截面中选择一个最优的截面尺 寸联同该类各构件的配筋,再求出所有构件价格的总和,这就是该次的目标函数 值。以此次优化所得的截面尺寸进行内力重分析,再按上述办法进行优化设计:直到 前后两次所得截面尺寸小于允许误差为止。作为说明,本文给出了梁、柱、框架等四 个例题。

An approximate method on the analysis of rigid frame structures considering the side-sway effect is suggested in this paper.Iteration method is used.For each cycle,the iteration is started on the original frame by using initial estimated displacements of equivalent single column frame.The next cycle is started by using the revised member stiffnesses which are based on the calculated bending moment of the last cycle.Carry on the reiteration until the calculated results of two consecutive cycles are close enough....

An approximate method on the analysis of rigid frame structures considering the side-sway effect is suggested in this paper.Iteration method is used.For each cycle,the iteration is started on the original frame by using initial estimated displacements of equivalent single column frame.The next cycle is started by using the revised member stiffnesses which are based on the calculated bending moment of the last cycle.Carry on the reiteration until the calculated results of two consecutive cycles are close enough. The iteration formulas for the frames composed of members with axial forces are derived in this paper,and a numerical example is presented.The results of this example indicates that the convergence of the calculation is very fast. The method suggested in this paper can be calculated with calculator.

本文提出考虑结点侧移进行框架内力计算(二阶计算)的一种近似方法,采用逐次渐近法,每轮用等效单柱框架进行位移估计再在原框架上作迭代计算,以计算出的内力修正杆的刚度后再作下轮计算,直至两次计算结果接近为止。本文内推导了具有轴向力杆件组成刚架的迭代公式,并进行例题计算,计算结果表明计算收敛迅速。本文的计算方法可用计算器计算

This paper presents the aseismic design method of columns, Beamcolumn joints and shear walls in 《Concrete structure Design Code》.

本文主要是介绍《混凝土结构设计规范》(报批稿)中有关钢筋混凝土框架柱、框架节点、剪力墙等结构构件的抗震设计方法。

 
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