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1)  H-section column
H型截面钢柱
1.
Then take a nonlinear buckling calculation, based on the eigenvalue buckling analysis, which considered the effects of initial imperfection and more accurately reflected the performance of column on fire; studied effect of different elevated temperature conditions on fire resistance performance of H-section column.
分析了升温条件对四面受火H型截面钢柱抗火能力的影响。
2)  tapered H-section steel column
变截面H型钢柱
1.
The non-linear finite element method for plate-shell structure is proposed to trace up whole-process analysis of tapered H-section steel column,while the effects of many factors on member such as residual stress,initial geometric imperfections and so on are focused.
采用板壳单元离散变截面H型钢柱,并同时考虑构件整体与局部初始缺陷、残余应力、材料屈服、几何非线性等因素的影响。
3)  H-section Steel roof
H型钢截面钢屋架
4)  H section steel mast
H型钢柱
1.
The construction of frame structure installation of multi-layer H section steel mast;
多层H型钢柱框架结构安装施工
5)  H-section
H型截面
1.
Anti-fire Experimental Research on H-section Steel Beams;
H型截面钢梁抗火试验研究
2.
The behaviours of three H-section steel columns under fire are investigated.
对3根H型截面钢柱进行了火灾行为的试验研究。
3.
Behaviors of four H-section steel columns under fire were investigated in this paper.
本文对4根H型截面钢柱进行了火灾行为的试验研究。
6)  H structural steel beam(column)
H型钢梁(柱)
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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