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Title

Seismic Assessment of Arch Dams Using Fragility Curves

Year: 1394
COI: JR_CEJ-1-2_002
Language: EnglishView: 278
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Authors

Vandad Kadkhodayan - Msc Graduated student, Civil Engineering Department, K.N. Toosi University of Technology, Tehran, Iran
S. Meisam Aghajanzadeh - PHD Candidate, Civil bEngineering Department, K.N. Toosi University of Technology, Tehran, Iran
Hasan Mirzabozorg - Associate Professor, Civil Engineering Department, K.N. Toosi University of Technology, Tehran, Iran

Abstract:

In the present paper, the IDA approach is applied to analyzing a thin high arch dam. The parameters of Sa, PGA and PGV are used as intensity measure (IM) and the overstressed area (OSA) is utilized as engineering demand parameter (EDP) and then, three limit states are assigned to the considered structure using the IDA curves. Subsequently, fragility curves are calculated and it is showed that the PGA is a better parameter to be taken as IM. In addition, it is found that the utilizing the proposed methodology, quantifying the qualitative limit states is probable. At last, having the fragility curves and considering their slope in addition to the other routine data which can be extracted from these curves, one may be able to conclude that in what performance level the considered dam body seems to be weak and needs retrofitting works

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This Paper COI Code is JR_CEJ-1-2_002. Also You can use the following address to link to this article. This link is permanent and is used as an article registration confirmation in the Civilica reference:

https://civilica.com/doc/489251/

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Kadkhodayan, Vandad and Aghajanzadeh, S. Meisam and Mirzabozorg, Hasan,1394,Seismic Assessment of Arch Dams Using Fragility Curves,https://civilica.com/doc/489251

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Type of center: دانشگاه دولتی
Paper count: 10,454
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