A simple displacement control technique for pushover analyses.
This paper explains how to control in displacement any force proportional loading. Such a procedure makes it possible to derive the complete (i.e. including the possible softening branch) response curve of a structure along any radial loading path in the force space. This is exactly what is required...
| Publicat a: | Earthquake engineering & structural dynamics. 35, 7 (2006). |
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| Autor principal: | |
| Format: | Article |
| Idioma: | English |
| Matèries: |