Journals Proceedings

Abstract

The purpose of this study was to determine the ability of castella composite beams can be used as a structural element to resist earthquake load based on earthquake resistant building regulations applicable in Indonesia. This research was carried out through testing castella composite beams in the form of a portal with cyclic loading. Solid beams steel used is profiles IWF 200 100 5.5 8 fabricated became castella beam. Test beam consists of a solid beam (NB) as a comparison and castella beams with concrete filler between flange or castella composite beam (CCB). The results showed that in terms of the flexure capacity, beam failure at the end of the load, partial ductility and full ductility meet the requirements of SNI 03-1726-2003 on Earthquake Planning Procedures for Building Resilience in Indonesia so castella composite beam (CCB) can be used as a structural element to receive earthquake loads.