4. Frames with centered bar triangulations
4.1 Context
4.1.1 Cyclic behavior of a triangulated mesh
The behavior of triangulated meshes subjected to cyclic action corresponding to an earthquake makes it difficult to define simple analysis methods:
in the elastic domain, the compressed and tensioned diagonals contribute to the mesh's stiffness and strength;
but, after initial buckling, the behavior of a compressed diagonal deteriorates in both stiffness and strength (see figure...
Exclusive to subscribers. 97% yet to be discovered!
Already subscribed? Log in!
Frames with centered bar triangulations
Triangulation frames with eccentric bars
Bibliography
Also in our database
Exclusive to subscribers. 97% yet to be discovered!
Already subscribed? Log in!
Article included in this offer
"The superstructure of the building"
(
127 articles
)
Updated and enriched with articles validated by our scientific committees
A set of exclusive tools to complement the resources
