Penerapan Teorema Probabilitas Total dalam Analisis Resiko Gempa

Authors

  • M. Wahyono Sekolah Tinggi Teknologi Sapta Taruna, Jl. D I. Panjaitan Kav. 12, Jakarta Timur 13340, Jakarta, Indonesia
  • S. Nurdin Universitas Tadulako, Jl. Soekarno Hatta Km 9, Palu 92972, Indonesia
  • A. Bedu Universitas Tadulako, Jl. Soekarno Hatta Km 9, Palu 92972, Indonesia
  • W.N. Eko Sekolah Tinggi Teknologi Sapta Taruna, Jl. D I. Panjaitan Kav. 12, Jakarta Timur 13340, Jakarta, Indonesia
  • R.N. Sari Institut Teknologi dan Kesehatan Jakarta, Jl. Jatiwaringin Raya No. 278 Pondok Gede 17411, Jakarta, Indonesia

DOI:

https://doi.org/10.22487/renstra.v1i2.26

Keywords:

probability theorem, earthquake risk, PSHA, PGA, bedrock

Abstract

Total probabilistic theorem was applied to analyze seismic risk by mean Probabilistic Seismic Hazard Analysis (PSHA). Earthquake as natural earthquakes as a random natural event was approached by the concept of uncertainty. The PSHA method is described in 5 (five) stages of work, called identificating the source of the earthquake,  characterizing the earthquake source, characterizing the seismicity, determinating the movement of soil surface occurring at a location due to the earthquake, the combining the uncertainty of the location of the earthquake, magnitude of the earthquake and prediction of soil surface movement parameters. Ez-Frisk computer Program was used to perform earthquake risk calculation. Earthquake risk analysis for the city of Bontang, East Kalimantan taken as a case study. Peak Ground Acceleration (PGA) in Bontang base rocks for some periodic of time presented in chart form as result of earthquake risk analysis.

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Published

2020-09-27

How to Cite

Wahyono, M. ., Nurdin, S. ., Bedu, A., Eko, W. ., & Sari, R. (2020). Penerapan Teorema Probabilitas Total dalam Analisis Resiko Gempa. REKONSTRUKSI TADULAKO: Civil Engineering Journal on Research and Development, 1(2), 23-30. https://doi.org/10.22487/renstra.v1i2.26

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