Blast modelling of steel frames with simple connections
This paper is concerned with the problem that structural joints in whole-frame models cannot at present be modelled in sufficiently minute detail to realistically represent their behaviour. It is well recognised that the structural joints represent the weakest link in building frames; therefore fram...
Main Authors: | , , |
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Format: | Article |
Language: | English |
Published: |
2012-11-22.
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Subjects: | |
Online Access: | Get fulltext Get fulltext |