Analysis and investigation of the degree of moment rigidity of steel beam-to-column connections
In the conventional structural analysis of frames, it is assumed that beam-to-column connections behave perfectly rigid. However, this assumption fails to consider the actual behavior of beam-to-column connections. Knowing the actual rotational behavior of these connections and including the rotatio...
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| Main Authors: | , , |
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| Format: | text |
| Language: | English |
| Published: |
Animo Repository
2007
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| Subjects: | |
| Online Access: | https://animorepository.dlsu.edu.ph/etd_bachelors/11018 |
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| Institution: | De La Salle University |
| Language: | English |
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