1)I-shape工字型
1.This paper presents a new method useful for classifying I-shaped cross-sections subjected to tension or compression plus biaxial bending.介绍一种依据拉力或压力作用以及轴向弯曲作用,对工字型截面进行归类的新方法。
英文短句/例句
1.cross-bar area [H block]横廊〔工字型大厦〕
2.The bents supporting the four continuous 工 beam plate girders have a cross section shaped like a box.构架支承着四片工字型板梁，构架的截面为箱型。
3.Classification of I-or H-Shaped Cross-Sections Under Mixed Internal Actions组合内力作用下对工字型和H型截面进行分类
4.The Research on R.C. Beam Strengthened by Externally Bonded and Anchored I-Section Steel;工字型钢外粘锚加固钢筋混凝土梁的研究
5.Typical structural steel shapes include beams, channels, angles and tees.典型的结构型钢包括工字钢、钢、钢和丁字钢。
6.Research on the Hot Rolling Process of Q460E Crisscross Deformed Steel;Q460E十字型异型钢的热轧工艺研究
7.Select the type of WordArt toolbar icon required.选择所需的艺术字工具栏图标的类型。
8.The numerical simulation of hollow i-beam forming process based on ANSYS/LS-DYNA空心工字钢冷弯成型过程的数值模拟
9.The New Process Method of Chevron Gear of ZY3NB-1300 Drilling Pump;ZY3NB-1300型钻井泵人字齿轮的新型加工方法
10.Technique Research on welding "H" type longeron;大型焊接工字梁车架生产线的工艺研究
11.Research on Digital Construction Simulation in Large Foundation Pit Engineering大型基坑工程数字化施工仿真方法研究与应用
12.Study on Free-formed Surface Digitization in Reverse Engineering逆向工程中自由曲面的数字化模型研究
13.Static Behavior of a New Type of I-Beam with a Rectangular Tube Top Flange上翼缘为矩形管的新型工字形梁静力性能分析
14.DTM Data for Radio Network Design Service数字地面模型在无线网络设计工程中的应用
15.Application of DTM into Irrigation Works and Water & Electricity Engineering数字地面模型在水利水电工程设计中的应用
16.Research on Digitized Design of Engineering Drawings Based on Solid Model;基于实体模型的工程图样数字化设计的研究
17.Study on Digitization Designs Technology of BW60HS Horizontal Processing Center;BW60HS型卧式高速加工中心数字化设计技术研究
18.Establishing a Object s Numerical Model Using RE Technique;用逆向工程技术建立实物的数字化模型
相关短句/例句
Ⅰ-beam工字型梁
1.The Ⅰ-beam is a widely used structure in engineering.工字型梁是工程中最常见的结构之一。
3)I shaped steel工字型钢
1.These methods included combination piles with I shaped steel and PHC pipe, small steel pipe guiding, information construction and so on, successfully solved such problems as embedding depth, rock pressing, broken piles and so forth and got better effects.介绍预应力高强混凝土 (PHC)管桩在某工程复杂地质条件下采用工字型钢 PHC管组合桩、小钢管引孔和信息化施工等技术措施 ,成功地解决了嵌岩深度、块石挤桩和截桩量大等问题 ,取得了较好的效果。
4)h pile工字型桩
5)I shaped cross section工字型截面
6)light flange beam轻型工字钢
延伸阅读
ANSYS工字梁焊缝初应力例子建立好模型…../SOLU!*ANTYPE,0/INPUT,'input','txt',/INPUT,'output1','txt',!*ISFILE,READ,1,txt, ,0SOLVE=====================!定义残余应力矩阵I=1fy=310e6!定义单元中心坐标数组，初应力数组*DIM,EleCenter,ARRAY,NumNode,3,1, , ,*DIM,EleIS,ARRAY,NumNode,1,1, , ,*DO,I, 1, NumNode,1!得到单元中心坐标*GET,EleCenter(I,1,1),ELEM,I,CENT,X*GET,EleCenter(I,2,1),ELEM,I,CENT,Y*GET,EleCenter(I,3,1),ELEM,I,CENT,Z!焊缝位置在X=1.0 到1.05 之间*IF,EleCenter(I,1,1),GT,1,THEN*IF,EleCenter(I,1,1),LT,1.05,THEN*IF,EleCenter(I,2,1),GT,0.5,THEN!上翼缘初始应力EleIS(I,1,1)=-20*fy*EleCenter(I,3,1)**2+0.3*fy*endif*IF,EleCenter(I,2,1),LT,0.0,THEN!下翼缘初始应力EleIS(I,1,1)=-20*fy*EleCenter(I,3,1)**2+0.3*fy*endif!腹板初始应力*if,EleCenter(I,2,1),GE,0.0,THEN*IF,ELECENTER(I,2,1),LE,0.5,THENEleIS(I,1,1)=4.076*fy*(EleCenter(I,2,1)-0.5)**2EleIS(I,1,1)=EleIS(I,1,1)-0.719*fy*IF,EleIS(I,1,1),LT,-0.3*fy,THENELeIS(I,1,1)=-0.3*fy*ENDIF*ENDIF*ENDIF*ENDIF*ENDIF*ENDDO===============!输出应力数值*CFOPEN,'1','txt',' '*DO,I,1,3840!*IF,EleIS(I,1,1),ne,0.,then*VWRITE,'!'(A)*VWRITE,'! Stress for element',(A,F)*VWRITE,'!'(A)*VWRITE,'eis,',I(A,F)P=EleIS(I,1,1)*VWRITE,P,0.,0.,0.,0.,0.(E,E,E,E,E,E)!*ENDIF*ENDDO*CFCLOS
