Large deformation analyses of space-frame structures, with members of arbitrary cross-section, using explicit tangent stiffness matrices, based on a von karman type nonlinear theory in rotated reference frames

被引：0
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作者：
Cai, Yongchang [1 ,2 ]
Paik, J.K. [3 ]
Atluri, Satya N. [3 ]
机构：
[1] Underground Engineering of Ministry of Education, Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China
[2] Center for Aerospace Research and Education, University of California, Irvine, United States
[3] Lloyd's Register Educational Trust (LRET) Center of Excellence, Pusan National University, Korea, Korea, Republic of
来源：
CMES - Computer Modeling in Engineering and Sciences | 2009年 / 53卷 / 02期
关键词：
Reference frame - Space frames - Tangent stiffness - Unsymmetrical cross-section - Updated Lagrangian formulations;
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摘要：
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页码：117 / 145
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