Results from two different research projects on fin plate connections are presented in this paper. Following an appraisal of information on the structural behaviour of connections between I-section beams and hollow section columns, design procedures have been developed based, where appropriate, on detailed guidelines set out in the ENV version of the European code for structural steelwork EC3.
|Number of pages||11|
|Journal||Journal of Singapore Structural Steel Society|
|Publication status||Published - Dec 1994|