1)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。
英文短句/例句
1.Seismic Analysis on Box-Section Columns and I-Section Beams Rigid Connections in Steel Frames;钢框架箱形柱与工字型梁刚性连接节点的抗震性能分析
2.SEPARATING RESEARCH ON STABILITY CONDITION OF H-SECTION AND I-SECTION STEEL BEAMS区别处理H型钢梁与工字钢梁稳定性条件
3.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。
4.Technique Research on welding "H" type longeron;大型焊接工字梁车架生产线的工艺研究
5.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
6.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
7.Experimental Investigations of Buckling of Lipped, Cold-Formed Thin-Walled Beams with I-Section工字型卷边冷弯薄壁梁的屈曲性能试验研究
8.Analysis of stress intensity factors for corner crack in section Ⅰ-beam工字型截面梁角裂纹的应力强度因子分析
9.Exploration on Behaviour of No-Diaphragm and External T-Stiffener Box-Column to I-Beam Connections;无补强和T型外部补强箱型柱—工字梁节点性能探索研究
10.steel I-Beam Bridge with reinforced concrete deck工字钢梁混凝土面桥
11.deep flexible I-beam挠性加强窄缘工字梁
12.The main girders support I-section transverse ribs.主梁支承着工字梁的横向肋。
13.Local Stability of I-section Steel-concrete Continuous Composite Beam Web工字型钢-混凝土连续组合梁腹板局部稳定性分析
14.Calculations of Critical Load for the Simply Supported "Ⅰ"Section Steel Beam under Distributed Load简支工字型钢梁在均布荷载作用下临界荷载的计算
15.A steel joist or girder with short flanges and a cross section formed like the letter I.I形金属横梁，工字梁由短翼缘和一个十字部分做成象字母I的钢制托梁或主梁
16.Designing basis of the static bending performance of Wood I-Joist for flooring of wooden houses木结构楼板托梁用木质工字梁静曲性能的设计
17.cross-bar area [H block]横廊〔工字型大厦〕
18.universal mill beam万能轧机轧出的工字钢梁
相关短句/例句
I-type steel beam工字型钢梁
1.This paper analyzes the shortages of current used design method of I-type steel beam under biaxial bending,and proposes a simple and practical design method through studying the force of this steel beam,in order to popularize steel beam under biaxial bending.分析了现采用的双向受弯工字型钢梁设计方法的不足,通过研究双向受弯工字型钢梁的受力,提出了一种简单实用的设计双向受弯工字型钢梁的方法,以推广双向受弯型钢梁。
3)girder beam大型工字梁
4)simply supported "Ⅰ" section steel beam简支工字型钢梁
1.The paper mainly introduced the systematic derivative process of calculations of critical load for the simply supported "Ⅰ" section steel beam under distributed load.主要给出了均布荷载作用下简支工字型钢梁临界荷载计算公式完整的推导过程。
5)I-steel beam工字钢梁
1.Among various steel structures, I-steel beam (H-steel beam) is the most widely used as the main structure of almost all engineering works.作为钢结构中的主要构件之一的工字钢梁(H钢梁)是工程中使用最多的型钢之一。
6)I-steel beam bridge工字梁桥
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
