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...
| 发表在: | Earthquake engineering & structural dynamics. 38, 5 (2009). |
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| 格式: | 文件 |
| 语言: | English |
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