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PRACTICAL FINITE ELEMENT PROCEDURE FOR ACHIEVING MESH OBJECTIVITY IN LOCAL BUCKLING ANALYSIS OF STEEL STRUCTURES BY BEAM ELEMENTS

机译：通过光束元件实现钢结构局部屈曲分析中的网状物理性的实用有限元步骤

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Eiki Yamaguchi;
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1. PRACTICAL FINITE ELEMENT PROCEDURE FOR ACHIEVING MESH OBJECTIVITY IN LOCAL BUCKLING ANALYSIS OF STEEL STRUCTURES BY BEAM ELEMENTS [J] . Eiki Yamaguchi Advanced Steel Construction: An International Journal . 2009,第3期

机译：梁单元在钢结构局部屈曲分析中达到网格目标的实用有限元程序
2. Finite element modelling of cold-formed steel beams under local buckling or combined local/distortional buckling [J] . Mohammad Reza Haidarali, David A. Nethercot Thin-Walled Structures . 2011,第12期

机译：局部屈曲或局部/变形屈曲下冷弯型钢梁的有限元建模
3. PROBABILISTIC BUCKLING ANALYSIS OF THE BEAM STEEL STRUCTURES SUBJECTED TO FIRE BY THE STOCHASTIC FINITE ELEMENT METHOD [J] . P. SWITA, M. KAMINSKI International Journal of Applied Mechanics and Engineering . 2016,第2期

机译：火灾引起的梁的钢结构概率屈曲的随机有限元分析。
4. Local and Global Buckling and Post-Buckling Analysis of Thin-Walled Members using Enhanced Beam Finite Elements [C] . R.M. Gon?alves, rnD. Camotim, M. Ritto-Corrêa Proceedings of the Twelfth international conference on civil, structural and environmental engineering computing . 2009

机译：使用增强梁有限元的薄壁构件的局部和整体屈曲及屈曲后分析
5. Thermal post-buckling and vibration analysis of thermally buckled antisymmetrically laminated beams using a 20 DOF finite element [D] . Mizuno, Misao 1992

机译：热屈曲反对称层压梁的热屈曲和振动分析，采用20自由度有限元
6. Assessment of the Highest Stress Concentration Area Generated on the Mandibular Structure Using Meshless Finite Elements Analysis [O] . Andrea Fabra Rivera, Frederico de Castro Magalhães, Amalia Moreno, 2020

机译：使用无丝绒有限元分析评估在下颌结构上产生的最高应力集中区域
7. Probabilistic buckling analysis of the beam steel structures subjected to fire by the stochastic finite element method [O] . Świta P., Kamiński M. 2016

机译：随机有限元法分析火灾下钢梁结构的概率屈曲分析

PRACTICAL FINITE ELEMENT PROCEDURE FOR ACHIEVING MESH OBJECTIVITY IN LOCAL BUCKLING ANALYSIS OF STEEL STRUCTURES BY BEAM ELEMENTS

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