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Raftoyiannis, Ioannis G.

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Author ID: raftoyiannis.ioannis-g Recent zbMATH articles by "Raftoyiannis, Ioannis G."
Published as: Raftoyiannis, Ioannis G.; Raftoyiannis, I. G.; Raftoyiannis, Ioannis
Documents Indexed: 22 Publications since 1990

Publications by Year

Citations contained in zbMATH Open

12 Publications have been cited 19 times in 13 Documents Cited by Year
Finite element for three-mode interaction in buckling analysis. Zbl 0848.73059
Barbero, Ever J.; Godoy, Luis A.; Raftoyiannis, Ioannis G.
3
1996
A geometric approach for establishing dynamic buckling loads of autonomous potential \(N\)-degree-of-freedom systems. Zbl 1349.74143
Kounadis, A. N.; Gantes, C. J.; Raftoyiannis, I. G.
3
2004
Dynamic buckling of 2-DOF systems with mode interaction under step loading. Zbl 1006.74048
Raftoyiannis, Ioannis G.; Kounadis, Anthony N.
2
2000
Finite elements for post-buckling analysis. I: The \(W\)-formulation. Zbl 0900.73771
Godoy, L. A.; Barbero, E. J.; Raftoyiannis, I. G.
2
1995
Dynamic buckling of a simple geometrically imperfect frame using catastrophe theory. Zbl 1192.74133
Raftoyiannis, I. G.; Constantakopoulos, T. G.; Michaltsos, G. T.; Kounadis, A. N.
2
2006
Nonlinear buckling of imperfect systems with symmetric imperfections. Zbl 1145.74351
Ioannides, G. I.; Raftoyiannis, I. G.; Kounadis, A. N.
1
2004
Curved-in-plane cable-stayed bridges: a mathematical model. Zbl 1359.74185
Raftoyiannis, Ioannis G.; Michaltsos, George T.
1
2012
Finite elements for post-buckling analysis. II: Application to composite assemblies. Zbl 0900.73772
Barbero, E. J.; Raftoyiannis, I. G.; Godoy, L. A.
1
1995
Dynamic buckling of a 2-DOF imperfect system with symmetric imperfections. Zbl 1349.74144
Kounadis, Anthony N.; Raftoyiannis, Ioannis G.
1
2005
A simplified nonlinear stability analysis of an imperfect rectangular two-bar frame. Zbl 1109.74327
Ioannidis, George I.; Raftoyiannis, Ioannis G.
1
2005
Dynamic stability of cable-stayed bridge pylons. Zbl 1205.74082
Michaltsos, G. T.; Raftoyiannis, I. G.; Konstantakopoulos, T. G.
1
2008
A method for the direct evaluation of buckling loads of an imperfect two-bar frame. Zbl 1119.74391
Ioannidis, G. I.; Raftoyiannis, I. G.; Kounadis, A. N.
1
2005
Curved-in-plane cable-stayed bridges: a mathematical model. Zbl 1359.74185
Raftoyiannis, Ioannis G.; Michaltsos, George T.
1
2012
Dynamic stability of cable-stayed bridge pylons. Zbl 1205.74082
Michaltsos, G. T.; Raftoyiannis, I. G.; Konstantakopoulos, T. G.
1
2008
Dynamic buckling of a simple geometrically imperfect frame using catastrophe theory. Zbl 1192.74133
Raftoyiannis, I. G.; Constantakopoulos, T. G.; Michaltsos, G. T.; Kounadis, A. N.
2
2006
Dynamic buckling of a 2-DOF imperfect system with symmetric imperfections. Zbl 1349.74144
Kounadis, Anthony N.; Raftoyiannis, Ioannis G.
1
2005
A simplified nonlinear stability analysis of an imperfect rectangular two-bar frame. Zbl 1109.74327
Ioannidis, George I.; Raftoyiannis, Ioannis G.
1
2005
A method for the direct evaluation of buckling loads of an imperfect two-bar frame. Zbl 1119.74391
Ioannidis, G. I.; Raftoyiannis, I. G.; Kounadis, A. N.
1
2005
A geometric approach for establishing dynamic buckling loads of autonomous potential \(N\)-degree-of-freedom systems. Zbl 1349.74143
Kounadis, A. N.; Gantes, C. J.; Raftoyiannis, I. G.
3
2004
Nonlinear buckling of imperfect systems with symmetric imperfections. Zbl 1145.74351
Ioannides, G. I.; Raftoyiannis, I. G.; Kounadis, A. N.
1
2004
Dynamic buckling of 2-DOF systems with mode interaction under step loading. Zbl 1006.74048
Raftoyiannis, Ioannis G.; Kounadis, Anthony N.
2
2000
Finite element for three-mode interaction in buckling analysis. Zbl 0848.73059
Barbero, Ever J.; Godoy, Luis A.; Raftoyiannis, Ioannis G.
3
1996
Finite elements for post-buckling analysis. I: The \(W\)-formulation. Zbl 0900.73771
Godoy, L. A.; Barbero, E. J.; Raftoyiannis, I. G.
2
1995
Finite elements for post-buckling analysis. II: Application to composite assemblies. Zbl 0900.73772
Barbero, E. J.; Raftoyiannis, I. G.; Godoy, L. A.
1
1995

Citations by Year