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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

Yongchang Cai1,2, J.K. Paik3, Satya N. Atluri3

Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Department of Geotechnical Engineering, Tongji University, Shanghai 200092, P.R.China. E-mail: yc_cai@163.net
Center for Aerospace Research & Education, University of California, Irvine
Lloyd’s Register Educational Trust (LRET) Center of Excellence, Pusan National University, Korea

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