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...
| Vydáno v: | Earthquake engineering & structural dynamics. 38, 5 (2009). |
|---|---|
| Hlavní autor: | |
| Médium: | Článek |
| Jazyk: | English |
| Témata: |