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1
Elasto-plastic stability of circular cylindrical shells subjected to axial load, varying as a power function of time
Elasto-plastic stability of circular cylindrical shells subjected to axial load, varying as a power function of time
A. H. Sofiyev., | 국제구조공학회(TECNO-PRESS) | 2006 ,
2
Computational methods for elasto-plastic slope stability analysis with seepage
Computational methods for elasto-plastic slope stability analysis with seepage
Seo Young-Kyo, 532.3-S478c-TD | University of Iowa | 1998 532.3-S478c-TD,
3
Large Displacement of Elasto-plastic Analysis of Stiffened Plate and Shell Structures
Large Displacement of Elasto-plastic Analysis of Stiffened Plate and Shell Structures
Ki-Du Kim, | The Korean Society of Steel Structures | 2006 ,
4
Elastoplastic Interaction formulae for the internal forces and moments of I and box cross-sections
Elastoplastic Interaction formulae for the internal forces and moments of I and box cross-sections
Ioannis Vayas, | The Korean Society of Steel Structures | 2003 ,
5
Elasto-Plastic Behavior of "New Composite Beam System"
Elasto-Plastic Behavior of "New Composite Beam System"
Ilseung Yang, Yasuhisa Tagawa, Isao Nishiyama, | The Korean Society of Steel Structures | 2003 ,
6
An Application of Elasto-Plastic Model to Geosynthetics-Reinforced Soil
An Application of Elasto-Plastic Model to Geosynthetics-Reinforced Soil
Eun-Ra Kim, Ho-Keun Kang, You-Seong Kim, | 대한토목학회 | 2004 ,
7
A Co-Rotational 8-Node Assumed Strain Element For Large Displacement Elasto-Plastic Analysis of Plates and Shells
A Co-Rotational 8-Node Assumed Strain Element For Large Displacement Elasto-Plastic Analysis of Plates and Shells
K.D. Kim (Thailand), | 국제구조공학회 | 2003 ,
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