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Autor:
M. Ruhi Aydin
Publikováno v:
KSCE Journal of Civil Engineering. 14:25-31
A stiffness matrix has been developed for the elements of framed systems which are under constant axial force and moment. A global stiffness matrix can be obtained by using this stiffness matrix and the classical finite element techniques. The consta
Autor:
M. Ruhi Aydin
Publikováno v:
Journal of Constructional Steel Research. 65:335-341
Single-angle section beams are generally loaded parallel to their geometrical axes and their cross-sections are not symmetrical to their principal axes. Even equal leg angle beams have only one symmetrical axis. Many types of loading cause biaxial be