Seismic behaviour of a large span welded steel structure considering lateral restraints and initial imperfections: A case study

doi:10.1201/b11396-75

Chapter

Seismic behaviour of a large span welded steel structure considering lateral restraints and initial imperfections: A case study

ABSTRACT

The 90 minutes fire resistance of the structural steel columns and 60 minutes for rafters and floor beams was requested by the customer. For the fire protection, intumescent coating applied on the steelwork was selected.