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1)  Circumferential collocation
周向布置
2)  Circumferential offsets
周向偏置
3)  circumferential position
周向位置
1.
This paper presents a numerical study on the performances of a compressor stage under different circumferential positions of the rear blades of tandem stator.
本文采用数值模拟研究串列叶栅后排静叶周向位置对压气机级性能的影响。
4)  transverse arrangement
横向布置
5)  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。
6)  vertical arrangement
竖向布置
1.
On vertical arrangement of Pingyao ancient town;
浅析平遥古城的竖向布置
2.
It emphasizes introducing the designing principle of water tube plane arrangement,vertical arrangement,tube diameter fixation and tube selection,and points out that it is far different from other municiple or factory design so it should be designed according to its characteristics.
着重介绍了住宅小区室外给排水管网平面布置、竖向布置、管径确定、管材选择的设计原则 ,指出住宅小区室外给排水管网设计与其他市政、厂区、设计差别较大 ,应针对其特点进行设计。
3.
According to expatiate collecting industrial place of a mine,it analyzes gross plane and vertical arrangement way of the place,expounds problems emerged in gross picture design and settled methods,introduces the application of AutoCAD Civil 3D in this item,consequently to enhance design efficiency greatly.
通过对某矿采选工业场地的概述,分析了场地的总平面及竖向布置方式,论述了总图设计中出现的问题及处理方法,介绍了AutoCAD Civil 3D在该项目中的应用,从而极大地提高了设计效率。
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