Modeling progressive collapse in reinforced concrete buildings using direct element removal.
This paper presents a novel analytical formulation of an element removal algorithm based on dynamic equilibrium and the resulting transient change in system kinematics, by applying imposed accelerations instead of external forces at a node where an element was once connected. The algorithm is implem...
| Argitaratua izan da: | Earthquake engineering & structural dynamics. 38, 5 (2009). |
|---|---|
| Egile nagusia: | |
| Formatua: | Artikulua |
| Hizkuntza: | English |
| Gaiak: |