高效钢筋,high-performance rebar,音标,读音,翻译,英文例句,英语词典

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1) high-performance rebar 点击朗读

高效钢筋

2) steel bar effect 点击朗读

钢筋效应

Based on the study results of reinforced clay brick walls, we put a few steel bal-s inthe hollow porous brick walls, the gas-filled concrete block wa1ls and volcano cinder concrete block walls, respectively, and tested them under cyc1ic horizontal and vertical loading to study their damage mode, shear strength, defonnation ability and steel bar effect etc.

本文根据普通粘土砖墙体配置水平钢筋的研究成果，在空心多孔砖、粉煤灰砌块、火山渣混凝土砌块墙体中配置少量水平钢筋，研究它们在水平往复荷载及竖向荷载共同作用下的宏观破坏模式、抗剪强度、变形能力、钢筋效应等，为砌块承重房屋的抗震设计提供科学依据。

3) equivalent bar 点击朗读

等效钢筋

4) effective reinforcement 点击朗读

有效钢筋

5) High strength reinforced bar 点击朗读

高强钢筋

Speed up developing the high strength reinforced bar; 点击朗读

应加速推进我国高强钢筋的发展

更多例句>>

6) high-strength steel 点击朗读

高强钢筋

Experimental study on seismic performance of RC frames reinforced with high-strength steel

高强钢筋配筋混凝土框架结构抗震性能的试验研究

The construction program of a poststressed reinforced concrete crane beam,matters needing attention,application of high-strength steel,quality control of tension technology and construction process,are described emphatically.

介绍了预应力吊车梁的施工方案,施工注意事项,高强钢筋的应用,JLM冷挤压锚具的应用,张拉技术及施工过程的质量控制。

The shear behavior, apparent and development of diagonal crack of the beams using high-strength steel were analyzed.

将 HRB400 钢筋用于混凝土构件,通过集中荷载作用下 T 型截面简支梁的试验,研究分析了高强钢筋混凝土简支梁的抗剪工作性能,斜裂缝出现和扩展特征,并对影响梁的斜向开裂荷载及裂缝发展的因素进行了讨论。

更多例句>>

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

高强钢筋混凝土含钒高强钢筋高强度PC钢筋

高强度钢筋 500MPa高强钢筋钢筋作用效应高效钢材

说明：双击或选中下面任意单词，将显示该词的音标、读音、翻译等；选中中文或多个词，将显示翻译。
	您的位置：首页 -> 词典 -> 高效钢筋 1) high-performance rebar 高效钢筋 2) steel bar effect 钢筋效应 1. Based on the study results of reinforced clay brick walls, we put a few steel bal-s inthe hollow porous brick walls, the gas-filled concrete block wa1ls and volcano cinder concrete block walls, respectively, and tested them under cyc1ic horizontal and vertical loading to study their damage mode, shear strength, defonnation ability and steel bar effect etc. 本文根据普通粘土砖墙体配置水平钢筋的研究成果，在空心多孔砖、粉煤灰砌块、火山渣混凝土砌块墙体中配置少量水平钢筋，研究它们在水平往复荷载及竖向荷载共同作用下的宏观破坏模式、抗剪强度、变形能力、钢筋效应等，为砌块承重房屋的抗震设计提供科学依据。 3) equivalent bar 等效钢筋 4) effective reinforcement 有效钢筋 5) High strength reinforced bar 高强钢筋 1. Speed up developing the high strength reinforced bar; 应加速推进我国高强钢筋的发展更多例句>> 6) high-strength steel 高强钢筋 1. Experimental study on seismic performance of RC frames reinforced with high-strength steel 高强钢筋配筋混凝土框架结构抗震性能的试验研究 2. The construction program of a poststressed reinforced concrete crane beam,matters needing attention,application of high-strength steel,quality control of tension technology and construction process,are described emphatically. 介绍了预应力吊车梁的施工方案,施工注意事项,高强钢筋的应用,JLM冷挤压锚具的应用,张拉技术及施工过程的质量控制。 3. The shear behavior, apparent and development of diagonal crack of the beams using high-strength steel were analyzed. 将 HRB400 钢筋用于混凝土构件,通过集中荷载作用下 T 型截面简支梁的试验,研究分析了高强钢筋混凝土简支梁的抗剪工作性能,斜裂缝出现和扩展特征,并对影响梁的斜向开裂荷载及裂缝发展的因素进行了讨论。更多例句>> 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。参考词条高强钢筋混凝土含钒高强钢筋高强度PC钢筋

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