Alternative Design of Post-Earthquake Permanent Housing in Indonesia using Cold Formed Steel

This article informs about permanent housing 2-story necessity for the Earthquake victim's refugees in Indonesia. Continuing about the temporary housing (Huntara 1.0) which has been studied previously. In this article, an alternative earthquake resistant design of permanent housing using Cold-Formed Steel is proposed. Same as previous research, the loading estimation used assumption that the buildings are located in Yogyakarta as one of the cities that has the highest value of PGA. Another assumption of loading is based on available Indonesia Building Code, including the calculation of structural ability and design. Stress ratio check is automatically done using AISI LRFD 96, then manually checked using Indonesia's code. The model also accommodates stiffness of masonry panel using Holmes equation. Overall, a new alternative design of post-earthquake permanent housing is presented in this article with relatively economic in budget and rapid construction method.