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Title: Feasibility of castella beam as a structural element to receive earthquake load
Authors: Mara Junus, Parung Herman, Tanijaya Jonie, Djamaluddin Rudy
Journal: ARPN Journal of Engineering and Applied Sciences
Publisher: Khyber Medical College, Peshawar
Country: Pakistan
Year: 2015
Volume: 10
Issue: 10
Language: English
The purpose of this study was to determine the ability of castella 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 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 (CB). The results showed that in terms of the flexure capacity, beam failure at the ultimate load, partial ductility and full ductility meet the requirements of SNI 03-1726-2003 on Earthquake Planning Procedures for Building Resilience in Indonesia so castellabeam (CB) can be used as a structural element to receive earthquake loads.
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