K. Kondoh

发表

Over 55 A, 800 V high power AlGaN/GaN HFETs for power switching application

Seikoh Yoshida, Nariaki Ikeda, Hiroshi Kambayashi, 2007 .

Large-deformation, elasto-plastic analysis of frames under nonconservative loading, using explicitly derived tangent stiffnesses based on assumed stresses

S. Atluri, K. Kondoh, S. Atluri, 1987 .

Influence of local buckling on global instability: Simplified, large deformation, post-buckling analyses of plane trusses

Satya N. Atluri, S. Atluri, K. Kondoh, 1985 .

Simplified Nonlinear Analysis of Large Space-Trusses and Space-Frames, Using Explicitly Derived Tangent Stiffnesses and Accounting for Local Buckling.

S. Atluri, K. Tanaka, K. Kondoh, 1985 .

An explicit expression for the tangent-stiffness of a finitely deformed 3-D beam and its use in the analysis of space frames

Satya N. Atluri, S. Atluri, K. Tanaka, 1986 .

Quadrilateral Mindlin Plate Bending Element Using Continuous Shear Constraint

K. Kondoh, M. Hanai, 1995 .

Large Deformation, Post-Buckling Analyses of Large Space Frame Structures, Using Explicitly Derived Tangent Stiffness Matrices

S. Atluri, K. Kondoh, M. Hanai, 1988 .

YIELD CRITERIA AND STRAIN HARDENING RULE USING THE NON-DIMENSIONAL STRESSES FOR ORTHOTROPIC MATERIAL

K. Kondoh, T. Kawachi, A. Hori, 2014 .

A simplified finite element method for large deformation, post‐buckling analyses of large frame structures, using explicitly derived tangent stiffness matrices

Satya N. Atluri, S. Atluri, K. Kondoh, 1986 .

INELASTIC COLLAPSE ANALYSIS OF REINFORCED CONCRETE FRAMED STRUCTURES USING THE HYBRID STRESS FINITE ELEMENTS

K. Kondoh, T. Kaku, Y. Inada, 1998 .