1) elastic stability of steel beams
H型截面钢梁的弹性稳定
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 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。
4) H-section steel beam
H型钢梁
1.
The behaviours of the four H-section steel beams (flexible connection) under fire are investigated.
对4根柔性连接H型钢梁进行了火灾行为的试验研究。
5) H-shaped steel beam
H型钢梁
1.
Structure performance of CFRT column H-shaped steel beam connection affects the development and appliance of structures with concrete-filled tubular members in residential buildings.
方钢管混凝土柱-H型钢梁节点的结构性能影响钢管混凝土结构在住宅建筑中的推广和应用。
6) H-section Steel roof
H型钢截面钢屋架
补充资料：特定态非弹性散射截面
分子式：
CAS号：
性质：非弹性散射前后，分子内部运动状态发生变化，即分子传能。若以T，R，V，E分别代表平动能、转动能、振动能、电子能，则传能方式有T-R，R-R，T-V，R-V，V-V，T-E，R-E，V-E，E-E。T-T 即弹性散射。由于R，V，E由内部量子态所决定，故非弹性散射指特定态-态间传能。若i、j表示始态和终态，Jsc，和Iinc为散射流和入射流密度，则非弹性散射截面σij=Isc/Iinc。i=j时为弹性散射。
CAS号：
性质：非弹性散射前后，分子内部运动状态发生变化，即分子传能。若以T，R，V，E分别代表平动能、转动能、振动能、电子能，则传能方式有T-R，R-R，T-V，R-V，V-V，T-E，R-E，V-E，E-E。T-T 即弹性散射。由于R，V，E由内部量子态所决定，故非弹性散射指特定态-态间传能。若i、j表示始态和终态，Jsc，和Iinc为散射流和入射流密度，则非弹性散射截面σij=Isc/Iinc。i=j时为弹性散射。
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