inelastic stability 中文意思是什麼
inelastic stability
解釋
非彈性穩定性-
Inelastic stability of tapered columns
楔形壓桿的非彈性穩定研究 -
In this part, it is also found that the equivalent prismatic column, which is obtained based on the equal elastic critical load as the non - prismatic member, is not actually equivalent to the tapered column in inelastic stability, and the latter has higher load carrying capacity. finally, the behavior of tapered beam - column acted by combined axial load and transverse load has been investigated. a bending - thrust interaction curve is established which is similar to the ones for the design of prismatic members
三是研究了楔形變截面懸臂構件在大端固定，小端同時承受橫向及軸向荷載共同作用下的強度和彎矩平面內的穩定，同時參考等截面構件的設計公式，得到了用大端截面來表示的軸力p與彎矩m的之間的相關關系。 -
Firstly, the shear and normal stresses of tapered members under the transverse load or axial load are analysed, and the stresses formulas are obtained which are different from those of the prismatic ones. secondly, research is done on the in - plane inelastic stability of tapered members under axial loads about strong axis and weak axis. a new design method is suggested in which the tapered member is equivalent to the prismatic member with the cross - section at the larger end of the tapered member
同時由分析可知，目前採用的將變截面壓桿按照彈性極限荷載等效的原則等效成以小端截面為準的等截面壓桿的設計方法，在彈塑性階段低估了壓桿的承載力，即彈性等效的壓桿在彈塑性階段並不等效，實際變截面壓桿的承載力比等效的等截面壓桿的承載力要高。 -
Integral stability capacity of rolled beam is more 10 % ~ 20 % than welded beam. at the same time, the inelastic integral stability capacity of wild rolled h - section ( hw ) steel beam is more superior observably than hn steel beam
彈塑性穩定范圍，軋制梁比焊接梁大約多10 20的安全儲備，且寬翼緣軋制h型鋼的整體穩定性能高於窄翼緣軋制h型鋼。 -
The inelastic finite element solution considering both large - deflection and plastic extension is used to analyze eccentric - loading columns in this paper. the stability capacity of different slendemess ration and eccentricity are calculated, the residual stresses and their influence upon the steel eccentric - loading columns are emphasizedly discussed, at the same time ten steel columns were achieved
本文採用大變形和塑性擴展的兩重非線性有限元方法進行偏心受壓柱子的全過程模擬，分析不同的長細比、不同的偏心率情況下柱子的穩定性能，並著重討論殘余應力對柱子承載能力的影響，完成了10根試件的試驗。 -
Due to their structural economy, tapered members are more and more widely used in portal frames. however, the stress distribution and in - plane inelastic stability of tapered members are not yet fully documented
本文對門式剛架結構中常用到的楔形變截面構件進行了應力分析與彈塑性穩定的研究。 -
The discrepancy of inelastic stability modified equation between the gb50017 code and the gbj17 - 88 code is wee. the former result is not more 103. 5 % than the latter. concerning inelastic stability modified equation, the gb50017 code is appropriate
Gb50017與gbj17 88的彈塑性修正簡化式計算結果吻合得很好，前者計算的整體穩定系數比後者偏大不超過3 . 5 ， gb50017的彈塑性簡化式適用於國產軋制h型鋼。 -
It is indicated that the result, based on the gb50017 code, is appropriate during the elastic integral stability range and is conservative excessively during the inelastic integral stability range, for homemade rolled h - section steel beam
Gb50017計算軋制h型鋼梁的整體穩定系數在彈性穩定范圍是合適的，彈塑性穩定范圍過于保守。
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