1)interactive buckling相关屈曲
1.The interactive buckling of flanges and web on T section members under axial compression is analyzed theoretically.对轴心受压T形钢构件中翼缘和腹板的相关屈曲做了理论分析 ,在弹塑性阶段采用有效模量来综合考虑残余应力、初始弯曲、材料非线性等的影响 ,并推导了翼缘和腹板的宽厚比限值公式 ,最后将建议公式与我国现行规范GEJ1 8- 88的相关条款作了比
2.Used the finite element program ANSYS,the interactive buckling of H-Section steel beams with thin web in portal frame structure are analyzed.薄壁H型钢梁的相关屈曲性能研究是进行其稳定设计的基础。
3.Based on the finite element method, the interactive buckling of straight and tapered H- section steel beams used in portal frame structures are analyzed by ANSYS, in which geometric and material non - linearity is considered and shell element is adopted.以有限元分析软件ANSYS为工作平台,基于双重非线性板壳有限元分析方法,对轻型门式刚架结构 中的等、变截面H型钢梁的相关屈曲性能进行了深入对比研究,重点考察了纯弯状态下梁腹板的局部屈曲 对其整体性能的影响。
英文短句/例句
1.Local Buckling and Inelastic Interactive Buckling between Local and Global Buckling of Tee Beams;T形截面梁的局部屈曲以及局部和整体弹塑性相关屈曲分析
2.Distortional Buckling Strength and Interaction Bending Capacity of Flexural Cold-Formed Lipped Channels受弯的冷弯卷边槽钢畸变屈曲强度和其相关屈曲承载力
3.Local Interactive Buckling Behavior of Cold-Formed Rectangular Tube;冷弯薄壁矩形钢管板组相关屈曲性能研究
4.Analysis on the corneal refractive power and axis of simple myopia of teenager青少年单纯性近视眼屈光度与角膜曲率及眼轴的相关性
5.Point out that instability destruction of bluff stratum slope has osculating correlation with the rheology character of rock.指出层状直立边坡的屈曲失稳与岩体的流变性质密切相关。
6.The Carrying Capacity Analysis of Axially Compressed Welded Section Steel Members Undergoing Buckling Interaction屈曲相关作用下焊接截面轴心受压构件的承载力研究
7.Comparison of the flexion with high flexion and rotating platform prothesis in total knee arthroplasty高屈曲与旋转平台假体术后膝关节屈曲度的比较研究
8.The large muscle at the back of the thigh that flexes the knee joint.大腿后侧使膝关节屈曲的大型肌肉。
9.Treatment of Flexion Contracture of the Knee (FCK) Using the Gypsum Opening Device(GOD) of Knee Joint;应用石膏撑开器治疗膝关节屈曲挛缩
10.Total hip arthroplasty for ankylosed hip joints with flexion deformity in 9 cases屈曲强直髋关节人工全髋关节置换9例
11.The act of bending a joint or limb in the body by the action of flexors.屈体通过屈肌运动而弯曲身体关节或四肢的行为
12.bad: elbow motion was obviously limited and EROM from extension 40° to flexion< 90°(EROM=Flexion angle-extension angle).差:关节功能受限,伸肘40°,屈肘活动度=屈曲角度-伸直角度。
13.Study of Axial Quasi-static and Dynamic Buckling Properties of TiNi Phase Transformation Cylindrical ShellsTiNi相变柱壳的轴向静动态屈曲特性研究
14.Since effective templing prevents the weft at the fell from crimping, it follows that the warp crimp at the fell must be correspondingly high.由于有效的边撑作用限制了织口处纬纱的屈曲,织口处的经纱屈曲会相应增加。
15.A further redistribution of crimp, tending towards an equalization of warp and weft crimps, will occur when the cloth is allowed to relax off the loom.在织物下机并充分松弛后,纱线的屈曲会进一步调整,使经纱、纬纱的屈曲趋于相同。
16.In the given geometry original bug, there is a few difference between the result of eigenvalue buckling analysis and the result of geometry nonlinear buckling analysis.在取定的初始几何缺陷下,线性特征值屈曲分析和几何非线性屈曲分析结果相差较小;
17.The Treatment of Flexion Contracture Deformity of Knee Joint-Report of 148 Cases膝关节屈曲挛缩畸形的治疗(附148例报告)
18.Individual pushing of flexion reduction manipulation for the treatment of anterior dislocations of the elbow joint:a report of 5 patients屈曲位单人顶推法整复肘关节前脱位5例
相关短句/例句
interaction buckling相关屈曲
1.According to the energy principle, the elastic buckling theory of edge stiffened plate elements and the elastic interaction buckling theory of cold formed lipped channel members are established in this paper.本文根据能量原理,建立了边缘加劲板件的弹性屈曲理论和卷边槽形截面薄壁构件的板组相关屈曲理论。
3)local buckling/interactive bucking局部屈曲/相关屈曲
4)interactive local buckling板件相关屈曲
5)interactive buckling coefficient相关屈曲系数
1.The capacity of steel portal frame is analyzed by finite element method, in which the modified effective width met hod added interactive buckling coefficient is adopted.根据有效宽度法的基本思想,提出了相关屈曲系数概念,在变截面H钢构件双重非线性数值分析基础上获得的局部屈曲荷载拟合公式,应用于变宽度楔形腹板的有效宽度简化计算公式当中。
6)Local Interactive Buckling局部相关屈曲
延伸阅读
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