Structural Behaviour of Trapezoidal Web Profiled Steel Beam Section using Partial Strength Connection
Connections are usually designed as pinned which associated with simple construction or rigid which is associated with continuous construction. However, the actual behaviour falls between these two extreme cases. The use of partial strength or semi-rigid connections has been encouraged by EC3 code...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Electronic Journals for Science and Engineering - International
2008-06-01
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| Series: | Electronic Journal of Structural Engineering |
| Online Access: | https://ejsei.com/EJSE/article/view/100 |