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harmonic settlement
相关语句
  谐波沉降
     f) New criteria based on harmonic settlement analyses are given.
     f)基于谐波沉降的分析对不均匀沉降下的大型钢储罐提出新的沉降控制标准。
短句来源
     Structural Behavior of Large Steel Tanks under Harmonic Settlement
     大型钢储罐在谐波沉降下的结构性能
短句来源
     Linear static behaviors of the floating-roof tanks under harmonic settlement are studied systematically by finite element analyses.
     通过有限元分析,系统研究了谐波沉降下浮顶罐结构的线性静力性能。
短句来源
     The ultimate harmonic settlement decreases as the internal pressure or the axial pressure increases, and such trend is more obvious for tanks of small radius-to-thickness ratios than those of large ratios.
     极限谐波沉降随附加罐壁内压或罐顶轴向压力的增大而减小; 且较小径厚比储罐的谐波极限沉降随轴压或内压的增大而减小的趋势总体上比径厚比较大时明显。
短句来源
     The nonlinear buckling modes of the tank under harmonic settlement agree well with the lowest linear buckling modes, and takes mainly two types of forms: shearing buckling extending throughout the entire height and the elephant's foot failure caused bythe local axial stresses.
     储罐在谐波沉降下的非线性屈曲模态与线性屈曲模态基本一致,有两种基本形式:贯穿整个储罐高度的剪切变形和罐底局部轴向压应力引起的“象脚破坏”。
短句来源
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  “harmonic settlement”译为未确定词的双语例句
     The ultimate nonlinear harmonic settlement decreases as the wavenumber or the radius-to-thickness ratio increases.
     非线性谐波极限沉降随谐波数、径厚比的增大而减小。
短句来源
  相似匹配句对
     f) New criteria based on harmonic settlement analyses are given.
     f)基于谐波沉降的分析对不均匀沉降下的大型钢储罐提出新的沉降控制标准。
短句来源
     HARMONIC DIVIDER
     调和仪
短句来源
     ON HARMONIC OF VVVF
     交流变频调速(VVVF)的谐波问题
短句来源
     Structural behavior of tapered steel tanks under harmonic settlement
     谐波沉降下变壁厚钢储罐的受力性能
短句来源
     From Building to Settlement Pattern
     从建筑到村落形态
短句来源
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  harmonic settlement
This work investigates the linear static behavior of floating-roof tanks under harmonic settlement through finite element (FE) analyses.
      
Floating-roof steel tanks under harmonic settlement: FE parametric study and design criterion
      


Settlement deformation often happens on large steel tanks constructed on soft groundwork,in which the influence of uneven settlement around tank wall is the most detrimental for tank structure.By analyzing the finite element parameters of floating-roof tapered tanks under harmonic settlement,the effects of the major geometric parameters of tapered tank(including wall variable parameters,wind girder stiffness,radius-to-thickness ratio and height-to-radius ratio) on tank structure deformation and stress...

Settlement deformation often happens on large steel tanks constructed on soft groundwork,in which the influence of uneven settlement around tank wall is the most detrimental for tank structure.By analyzing the finite element parameters of floating-roof tapered tanks under harmonic settlement,the effects of the major geometric parameters of tapered tank(including wall variable parameters,wind girder stiffness,radius-to-thickness ratio and height-to-radius ratio) on tank structure deformation and stress are discussed.Finally,compare of structure behavior of tapered tank and uniform tanks under harmonic settlement is also carried out.

建造在软土地基上的大型钢储罐易产生沉降变形,其中罐周不均匀沉降对储罐结构的影响最为不利.对罐周谐波沉降下的变壁厚浮顶型钢储罐进行有限元参数分析,讨论变壁厚储罐的主要几何参数(包括壁厚变化参数、抗风环梁相对刚度、径厚比和高径比)对储罐结构变形、应力的影响,并比较分析谐波沉降下变壁厚储罐与等壁厚储罐的受力性能.

Large steel storage tanks constructed in soft foundations are susceptible to various types of settlement deflections,and the differential settlement beneath the tank wall leads to the most serious consequence for the tank.Based on a great deal of measured data for the settlements of various types of in-site large tanks,the composition and characteristics of the differential settlement beneath the tank wall are analyzed using Fourier decomposition.The derived harmonic settlements...

Large steel storage tanks constructed in soft foundations are susceptible to various types of settlement deflections,and the differential settlement beneath the tank wall leads to the most serious consequence for the tank.Based on a great deal of measured data for the settlements of various types of in-site large tanks,the composition and characteristics of the differential settlement beneath the tank wall are analyzed using Fourier decomposition.The derived harmonic settlements are then introduced in finite element analyses of the tank structure.It has been shown that the stresses and deformations in the tank under differential settlements are dependent on its geometric parameters.Thus current empirical criteria for allowable deformation of foundation that is independent of geometric parameters seems unreasonable viewed from the structural perspective.

建造在软土地基上的大型钢储罐易产生各种沉降变形,其中罐周不均匀沉降的影响最为不利。在各类大型储罐沉降变形的大量实测数据基础上,利用傅立叶分解分析罐周不均匀沉降的组成及特点,利用分析得到的谐波沉降对储罐结构进行有限元分析。分析表明,储罐在不均匀沉降下的应力和变形均与其几何参数有关,因此目前基于工程经验且与储罐参数无关的地基变形允许值控制标准,从结构的角度看不尽合理。

 
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