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1) Pivot arrangement optimization
枢纽布置优化
2) complex layout
枢纽布置
1.
Design character of complex layout in Yongqing equalizing reservoir;
永庆反调节水库枢纽布置设计特点
2.
On the basis of the original design,taking into consideration the actuality of the upstream constructed or constructing power stations,the author introduced the major optimized contents for the complex layout design.
介绍了广西桂江下福水利枢纽工程的布置设计,在原设计基础上,根据上下游已建和在建电站的实际情况,较为系统地介绍了该水利工程枢纽布置及优化设计的主要情况。
3.
The comparison for the complex layout scheme of yuelong electrical drainage station extension project illustrates the comparison for that has brought about the active influence to lower the cost of the general project and improve the benefit of.
通过对肇庆市跃龙电排扩建工程枢纽布置方案的对比,说明工程枢纽布置方案的比较对整个工程造价的降低以及效益的提高会产生积极的影响。
3) layout
[英]['leɪaʊt] [美]['le'aut]
枢纽布置
1.
On layout of pumped storage station;
抽水蓄能电站枢纽布置的探讨
2.
Research on layout of Wudongde Hydropower Station
乌东德水电站枢纽布置方案研究
3.
It is recommended that the rockfill dam with an inclined clay core wall will be adopted for the layout of one-stage development of Daliushu project, and the concrete face rock-fill dam is regarded as an alternative scheme.
黑山峡河段两个开发方式的勘测设计工作进行了50多年,一级开发大柳树高坝枢纽布置设计以土质斜心墙堆石坝为推荐方案,混凝土面板堆石坝为备用方案。
4) project layout
枢纽布置
1.
Systematically introduced the research process of the layout scheme of Shuibuya hydroproject and the last project layout scheme.
系统地介绍了水布垭水利枢纽的布置方案研究过程与最终的枢纽布置方案。
2.
Since then,its main technical problems on project layout,dam type,release structure,axis of main powerhouse,configuration of tailrace tunnel,type of navigation structure have been studied for several schemes in accordance with the topographical,geological conditions and hydrological characteristics at the dam site.
彭水水电站的勘测设计与科研工作始于上世纪70年代初,30多年来,针对坝址地形、地质条件及水文特性,对枢纽布置、坝型及泄水建筑物、电站主厂房轴线、尾水洞体型和通航建筑物型式等主要技术问题开展了多方案研究,确定了长溪坝址及河床泄洪、右岸地下厂房、左岸通航建筑物的枢纽布置格局,以及大坝采用碾压混凝土弧形重力坝、主厂房采用与岩层走向呈0°角布置、电站尾水采用变顶高隧洞、通航建筑物采用船闸加升船机的建筑物型式方案。
5) general layout
枢纽布置
1.
Discussion on the problems of general layout, flood discharge and energy dissipation for high arch dam;
高拱坝的枢纽布置与泄洪消能
2.
Study on general layout of Nuozhadu Hydropower Station;
糯扎渡水电站枢纽布置研究
3.
Study on the general layout and key technical issues of Longtan Hydropower Project;
龙滩水电站枢纽布置及重大问题研究
6) pivot layout
枢纽布置
1.
According to these features,the designer selected a pivot layout scheme:a concrete face rockfill dam with an open spillway on the band and powerhouse on the ground.
通过砂泥岩筑坝技术研究,进行了董箐水电站高尾水变幅下合理利用水能、水轮发电机组的适应性、建筑物结构及防护等研究和论证,选择了面板堆石坝、岸边开敞式溢洪道、坝后地面厂房等建筑物布局的工程枢纽总布置,使枢纽布置紧凑、合理,并充分利用了溢洪道开挖的砂泥岩料筑坝,达到了节省工程投资、加快施工进度的目的,满足了环保、节能的要求。
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
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