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...
| Cyhoeddwyd yn: | Earthquake engineering & structural dynamics. 38, 5 (2009). |
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| Prif Awdur: | |
| Fformat: | Erthygl |
| Iaith: | English |
| Pynciau: |