1) Fiber Element Method
纤维单元法
2) fiber element
纤维单元
1.
In this paper, fiber element and Elastic-plastic time history analysis were adopted to analyse the seismic response of the twin legged thin wall continuous rigid frame bridge based on the actual geological and construction conditions of Pinzhishang bridge located Gui Zhou.
本文以贵州坪子上特大桥为工程背景和研究对象通过纤维单元和弹塑性时程分析对双肢薄壁连续刚构进行了基于结构变形的抗震研究。
3) fiber beam-column element
纤维梁单元
1.
Under the huge earthquake ground motion,fiber beam-column element is used to simulate the plastic hinge in piers,the result of nonlinear time history analysis shows that the plastic deformation and dissipative energy in the bridge using LWC in superstructure is remarkably slighter than that using NWC in superstructure.
通过对比分析,得知采用轻质混凝土和普通混凝土上部结构的全桥动力特性差异及其原因;采用纤维梁单元模拟桥墩塑性铰,分析了在大震激励下两种结构桥墩的塑性铰破坏程度与滞回耗能。
4) elastic-plastic fiber element
纤维模型单元
5) fiber element model
纤维单元模型
1.
A fiber element model of stress-strain relation of eccentric compression CFST is proposed.
提出钢管混凝土偏心受压应力-应变关系的纤维单元模型。
6) fiber capacitor unit
纤维电容单元
补充资料：碳(石墨)纤维增强体(见碳纤维、石墨纤维)
碳(石墨)纤维增强体(见碳纤维、石墨纤维)
earbon(graPhite)fibrereinforeements
，、、里z耽维增强体earbon(graphi现inforcements用于复合材料中承受负荷，田的磷纤始知五史纤俯亡e)fibre起增强作
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