The Stability of Banjar Traditional House “Bubungan Tinggi” Roof Truss Structure

Authors

  • Miftahul Iman Civil Engineering Departement, Universitas Borneo Tarakan, Indonesia
  • Muhammad Yusuf Amir Civil Engineering Departement, Universitas Muhammadiyah Palu, Indonesia
  • Aminullah Civil Engineering Departement, Universitas Nahdlatul Ulama Banjarmasin, Indonesia
  • Fitriansyah Civil Engineering Departement, Universitas Achmad Yani Banjarmasin, Indonesia
  • Dewi Sulistyorini Civil Engineering Departement, Universitas Sarjanawiyata Tamansiswa, Indonesia

Keywords:

Banjar, House, Seismic, Traditional, Truss

Abstract

Banjar traditional house architectural had been identified by symbolization that was emphasized on roof truss structure, ornamental style, decorative and symmetrical. Since 1871-1935 Banjar traditional house had been populer in Borneo people environmental. Bubungan Tinggi was one of the famous Banjar traditional house. Considering the geometric and the durability of the material the roof truss structure of Bubungan Tinggi should be evaluated in strength design and buckling capacity. This research investigated the strength and stability of the Bubungan Tinggi roof truss structure by performing the numerical analysis that were based on finite element method. Several idealization had been developed in this research such in 2D truss and 3D solid element by conducting some numerical software analysis then to be compared. The direct symmetrical property had been involved by introducing the material nonlinearity. Furthermore in buckling analysis, the 3D solid had been run in eigen value analysis. The results showed that the Bubungan Tinggi roof truss structure strong enough for supporting the loads. The result also showed the chord of the roof truss structure had high vulnerability in buckling failure. More stiffener member had been recommended to avoid the buckling failure occurred immediately

References

Manthani K and Fauzan M, “Desain dan Analisis Struktur Bangunan Adat Sumatera Barat terhadap Ketahanan Gempa,” J. Tek. Sipil dan Lingkung., vol. Vol. 4, No, pp. 25–36, 2019.

Suwantara A. P. and Suryantini P.R., “Kinerja Sistem Struktur Rumah Tradisional AMMU HAWU dalam Merespon Beban Seismik,” J. Permukim., vol. Vol. 9, No, pp. 102–124, 2014.

Yosafat I. K. and Palapessy J.G., “Kekuatan Lentur MOE. Dan MOR Kayu Ulin (Eusideroxylon Zwagery),” J. Tek. Sipil, vol. Vol. 13, N, pp. 25–31, 2014.

Miftahul I, Bambang S, Priyosulistyo Hrc, and Muslikh, “Numerical Investigation on the Buckling Failure of Slender Tubular member with Cutout Presence,” in Proceedings of The 3rd International Conference on Science and Technology, 2018, pp. 122–131.

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Published

2022-08-22