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1)  longitudinal arrangement
纵向布置方式
2)  transversal arrangement
横向布置方式
3)  lay direction
布置方向
1.
Having studied and exercised the Technical specification for cast-in-situ concrete hollow floor structure(CECS 175:2004),the author has his opinion about the tube filler lay direction.
通过对《现浇混凝土空心楼盖结构技术规程》(CECS175:2004)的学习和运用,对规程中提到的筒芯布置方向有自己的见解,对此问题进行讨论,供参考。
4)  series-longitudinal layout
串联纵向布置
5)  Configuration [英][kən,fɪɡə'reɪʃn]  [美][kən'fɪgjə'reʃən]
布置方式
1.
Analysis and Evaluation on Three Different Configuration of Selective Catalytic Reduction Denitrification Process;
选择性催化还原脱硝工艺的布置方式及分析
2.
Effects of configurations and layout of discharge electrodes on the performance of electrostatic-cyclone dust collectors;
电极形式和布置方式对静电旋风除尘器性能的影响
3.
Effect of configuration on fire behavior of plywood lining;
布置方式对胶合板装饰材料火灾行为的影响
6)  arrangement [英][ə'reɪndʒmənt]  [美][ə'rendʒmənt]
布置方式
1.
Analysis on influence of the arrangement about single traction rod on locomotive dynamic performance;
单牵引杆布置方式对机车动力学性能影响分析
2.
With the simulation calculation on the curve line,the influences of the arrangement and the angle to the curve passing performances of locomotive are analyzed.
采用多体动力学软件SIMPACK建立了一种完整的2B0机车模型,通过在曲线上的仿真计算,分析了单牵引杆布置方式,倾斜角对机车曲线通过性能的影响,研究表明外侧单牵引杆布置方式要优于内侧单牵引杆布置方式,倾斜角对外侧单牵引杆布置方式不利影响更大。
3.
The flashover performance of ice-covered XZP-210 insulator strings was investigated and the effects of the string length and arrangement on the icing flashover voltage were analyzed.
该文在人工气候室模拟高海拔和覆冰环境,试验研究了XZP-210直流绝缘子串在轻覆冰时的冰闪特性,分析了冰闪电压与串长和布置方式的关系。
补充资料:ANSYS SOLID65环向布置钢筋的例子

 ANSYS SOLID65环向布置钢筋的例子
! 一个管道,环向配筋率为1%,纵向配筋率为0.5%,径向配筋率为0.1%
! 作者: 陆新征 清华大学土木系
!
FINISH
/CLEAR


/PREP7
!*
! 单元属性
ET,1,SOLID65
!*
KEYOPT,1,1,0
KEYOPT,1,5,0
KEYOPT,1,6,0
KEYOPT,1,7,1
!*
!实参数1:不同方向配筋
R,1,2,.001, , ,2, .01,
RMORE, 90, ,2,.005 ,90 ,90 ,


!材料属性
!混凝土基本材料属性
MPTEMP,,,,,,,,
MPTEMP,1,0
MPDATA,EX,1,,30E2
MPDATA,PRXY,1,,.2
!屈服准则
TB,MISO,1,1,5,
TBTEMP,0
TBPT,,0.0005,15
TBPT,,0.001,21
TBPT,,0.0015,24
TBPT,,0.002,27
TBPT,,0.003,24
!破坏准则
TB,CONC,1,1,9,
TBTEMP,0
TBDATA,,.5,.9,3,30,,
TBDATA,,,,1,,,
MPTEMP,,,,,,,,
MPTEMP,1,0
!钢材基本属性
MPDATA,EX,2,,200E3
MPDATA,PRXY,2,,.27
!屈服准则
TB,BISO,2,1,2,
TBTEMP,0
TBDATA,,310,2E3,,,,


! 管道内径和外径
CYL4,0,0,3000, , , ,10000
CYL4,0,0,2000, , , ,10000
VSBV, 1, 2


! 定义局部柱坐标
CSWPLA,11,1,1,1,
KWPAVE, 11
WPRO,,-90.000000,
VSBW, 3
WPCSYS,-1,0
KWPAVE, 1
WPRO,,,-90.000000
VSBW,ALL


ESIZE,500,0,
! 注意:设定单元局部坐标
VATT, 1, 1, 1, 11
!*
VSWEEP,ALL
/DEVICE,VECTOR,1
/ESHAPE,1.0
/REPLO
! 注意:红色代表最大配筋方向,绿色代表其次,蓝色表示最小配筋方向

说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条