Title of article
Seismic Performance Reliability of RC Structures: Application of Response Surface Method and Systemic Approach
Author/Authors
-، - نويسنده Ph.D. Candidate, Department of Civil Engineering, Faculty of Engineering, University of Sistan and Baluchestan, Zahedan, Iran Shahraki, Hossein , -، - نويسنده Assisstant Professor, Department of Civil Engineering, Faculty of Engineering, University of Sistan and Baluchestan, Zahedan, Iran Shabakhty, Naser
Issue Information
دوفصلنامه با شماره پیاپی سال 2015
Pages
22
From page
47
To page
68
Abstract
-
Abstract
The present study presents an algorithm that models uncertainties at the structural component level to estimate the performance reliability of RC structures. The method calculates the performance reliability using a systemic approach and incorporates the improved response surface method based on sampling blocks using the first-order reliability method and conditional reliability indices. The results of the proposed method at different performance levels were compared to bound techniques and the overall approach. It was shown that the proposed algorithm appropriately estimates the reliability of the seismic performance of RC structures at different damage levels for the structural components. The results indicated that performance reliability indices increased when then on-performance scenarios were examined for high levels of components damage.
Journal title
Civil Engineering Infrastructures Journal (CEIJ
Serial Year
2015
Journal title
Civil Engineering Infrastructures Journal (CEIJ
Record number
2390083
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