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...

Full description

Bibliographic Details
Main Authors: Stoddart, E.P (Author), Byfield, M.P (Author), Tyas, A. (Author)
Format: Article
Language:English
Published: 2012-11-22.
Subjects:
Online Access:Get fulltext
Get fulltext