Open Access

ARTICLE

Large Deformation Analyses of Space-Frame Structures, Using Explicit Tangent Stiffness Matrices, Based on the Reissner variational principle and a von Karman Type Nonlinear Theory in Rotated Reference Frames

Yongchang Cai^1,2, J.K. Paik³, Satya N. Atluri³

1 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
2 Center for Aerospace Research & Education, University of California, Irvine
3 Lloyd’s Register Educational Trust (LRET) Center of Excellence, Pusan National University, Korea