The structural behaviour in fire of simple sub-structured frames consisting of unprotected steel I-beams and columns, which connect through end-plate bolted connection, is studied using finite element modelling. Extended and flush end-plate connections are examined. These connections are considered
Effect of weld on design of steel moment-resisting connection reinforced with steel plates
β Scribed by Chen, Peng ;Li, Yong
- Publisher
- Chinese Electronic Periodical Services
- Year
- 2005
- Tongue
- English
- Weight
- 281 KB
- Volume
- 12
- Category
- Article
- ISSN
- 1005-9784
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The structural behaviour in fire of simple substructured frames consisting of unprotected steel 1-beams and columns, which connect through a simple bolted connection, is studied using finite element modelling. Different types of connections are examined. These connections are considered as 'simple'