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Information Journal Paper

Title

SEISMICITY AND SEISMIC HAZARD ANALYSIS OF ALAN DAM SITE

Pages

  5-15

Abstract

 The SEISMICITY and SEISMIC HAZARD ANALYSIS studies of dam projects is highly necessary in order to better understanding of the geology and geotectonic of the site region. The results from the seismology can support and evaluate the obtained parameters in the region. This study deals with the pattern of SEISMICITY and the SEISMIC HAZARD ANALYSIS in the study region of the ALAN DAM site. For this purpose, after identification of potential sources and background of SEISMICITY in the region, by SEISMIC HAZARD ANALYSIS, the maximum values of ground motion parameters were calculated. This was done in order to control the dam design and the related structures for the seismic hazard assessment. The most important controlling parameter of motion that was determined by deterministic and probability methods. According to this studies strong ground motion for seismic hazard assessment, is the pick strong ground the ground motion acceleration of the ALAN DAMe site is 0.3 g that is high in Iranian building standard.

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    • Cite

    APA: Copy

    ASHRAFABADI, SADAT, & GHAEITANCHI, MOHAMMAD REZA. (2012). SEISMICITY AND SEISMIC HAZARD ANALYSIS OF ALAN DAM SITE. JOURNAL OF THE EARTH, 7(24), 5-15. SID. https://sid.ir/paper/193001/en

    Vancouver: Copy

    ASHRAFABADI SADAT, GHAEITANCHI MOHAMMAD REZA. SEISMICITY AND SEISMIC HAZARD ANALYSIS OF ALAN DAM SITE. JOURNAL OF THE EARTH[Internet]. 2012;7(24):5-15. Available from: https://sid.ir/paper/193001/en

    IEEE: Copy

    SADAT ASHRAFABADI, and MOHAMMAD REZA GHAEITANCHI, “SEISMICITY AND SEISMIC HAZARD ANALYSIS OF ALAN DAM SITE,” JOURNAL OF THE EARTH, vol. 7, no. 24, pp. 5–15, 2012, [Online]. Available: https://sid.ir/paper/193001/en

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