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1)  Steel I-girders
I形截面钢梁
2)  I-shaped cross section steel beam
工字形截面钢梁
1.
Hence,a reasonable method is presented for the reliability analysis of the I-shaped cross section steel beam satisfying sta.
采用随机有限元法求解非线性安全余量可靠性指标和失效模式间的相关系数 ,为满足稳定性的工字形截面钢梁的结构可靠性分析提供一种合理方
3)  non-uniform curve steel beams
变截面弧形钢梁
1.
Aiming at problems of setout and manufacture difficulties of non-uniform curve steel beams, this paper is intended to use rectangular coordinate method with the principle of even variation to decide the arc line of non-uniform curve steel beams and provides cutting and welding techniques and measures to effectively control the deformation.
针对变截面弧形钢梁的放样和制作困难等问题,本文采用直角坐标方法,按均匀变化原则用点来确定变截面弧形钢梁的弧线,并且提出了合理的切割、焊接工艺和有效控制变形的措施。
4)  I section
I形截面
5)  I section steel cantilever beams
工形截面悬臂钢梁
1.
With the elasto plastic anisortopic damage constitutive model of the constructional steel,the method of double nonlinear shell FEM is adopted to analyze the I section steel cantilever beams under the action of cyclic cross direction loads.
格式的壳体大挠度双重非线性有限元方法 ,分析工形截面悬臂钢梁翼缘宽厚比、腹板高厚比对循环荷载作用下梁稳定承载力的影响 ,提出钢梁在循环荷载作用下翼缘和腹板宽 (高 )厚比的相关公
6)  I-section cantilevers
I-截面悬臂梁
补充资料:[3-(aminosulfonyl)-4-chloro-N-(2.3-dihydro-2-methyl-1H-indol-1-yl)benzamide]
分子式:C16H16ClN3O3S
分子量:365.5
CAS号:26807-65-8

性质:暂无

制备方法:暂无

用途:用于轻、中度原发性高血压。

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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