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1)  centripetal canting pull rope
向心斜拉筋
2)  diagonal draw steel bar
斜拉筋
1.
In the application of the strengthening technology of diagonal draw steel bar was used to streng then the block walls and aseismatic behavior of strengthened block walls was experimentally investigated under low cycle reversal loads.
对普通砖砌体应用斜拉筋加固技术,在低周反复荷载作用下就加固砖砌体的抗震性能进行试验研究,分析结构的滞回特性、骨架曲线、延性系数、耗能能力以及刚度退化等指标的变化规律。
2.
In the application of the strengthening technology of diagonal draw steel bar, aseismatic behavior of strengthened block walls was experimented under lower cycle reversal loads.
应用斜拉筋加固技术,在低周反复荷载作用下对加固砖砌体的抗震性能进行了试验研究,对结构的滞回特性、破坏形态以及结构的抗剪能力、变形、耗能等技术指标进行了对比分析,探讨了斜拉筋对砌体结构抗震性能的影响。
3)  inclined stirrup
斜向箍筋
4)  derrick brace
井架斜拉筋
5)  diagonal web reinforcement
斜向钢筋网
1.
The analysis results show that light- weight concrete shear with diagonal web reinforcement transf.
试验分析表明,与配有传统横、纵向钢筋网的轻质混凝土剪力墙相比,配有斜向钢筋网的轻质混凝土剪力墙更能有效地传递水平荷载,抑制剪力墙板中裂缝的开展,提高了剪力墙的延性,增强了墙体的整体稳定性,抗震性能较好,能满足地震区的设计要求。
6)  oblique extension
斜向拉伸
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。
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