A design variable based inelastic hysteretic model for beam column connections.
This paper presents a design variable based inelastic hysteretic model for beam column connections. It has been well known that the load carrying capacity of connections heavily depends on the types and design variables even in the same connection type. Although many hysteretic connection models hav...
| Published in: | Earthquake engineering & structural dynamics. 37, 4 (2008). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |