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Publikasi Ilmiah Dosen


CASTELLA COMPOSITE BEAM TESTING TO BE USED AS A STRUCTURAL ELEMENT OF MULTISTOREY BUILDINGS IN EASTERN INDONESIAN REGION


Mara Junus

The purpose of this study was to determine the flexure capasity, resistence, ductility, energy absorption and stiffness of the castela composite beam to be used as a structural element of the multy-storey building frame. This research was carried out through testing castellan 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 the flange namely castella composite beams (CCB). The results showed that based on flexure capacity, resistance, ductility which meets the ductility requirements of SNI -1726-2002, energy absorption, and stiffness degradation shows behavior similar to the solid steel beams, then the beam CCB can be used as a structural element in multi-storey buildings for earthquake zone IV, V and VI or Eastern Indonesia Region.

Keywords: steel, castella, composite, cyclic load.

Link : http://www.arpnjournals.org/jeas/research_papers/rp_2016/jeas_0116_3395.pdf

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Dr. Ir. Josefine E. Latupeirissa, M.T.
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