Seismic Performance Reliability of RC Structures: Application of Response Surface Method and Systemic Approach
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 sam...
Main Authors: | , |
---|---|
Format: | Article |
Language: | English |
Published: |
University of Tehran Press
2015-06-01
|
Series: | Civil Engineering Infrastructures Journal |
Subjects: | |
Online Access: | http://ceij.ut.ac.ir/article_53707_0b39d37e86972beba78e217bc5a460e2.pdf |
id |
doaj-6e55051b6d8d490da7223e470aa60320 |
---|---|
record_format |
Article |
spelling |
doaj-6e55051b6d8d490da7223e470aa603202020-11-25T00:53:38ZengUniversity of Tehran Press Civil Engineering Infrastructures Journal2322-20932423-66912015-06-01481476810.7508/ceij.2015.01.00553707Seismic Performance Reliability of RC Structures: Application of Response Surface Method and Systemic ApproachHossein Shahraki0Naser Shabakhty1Ph.D. Candidate, Department of Civil Engineering, Faculty of Engineering, University of Sistan and Baluchestan, Zahedan, IranAssisstant Professor, Department of Civil Engineering, Faculty of Engineering, University of Sistan and Baluchestan, Zahedan, IranThe 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.http://ceij.ut.ac.ir/article_53707_0b39d37e86972beba78e217bc5a460e2.pdfRC StructuresreliabilityResponse Surface MethodSeismic performancesystemic approach |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Hossein Shahraki Naser Shabakhty |
spellingShingle |
Hossein Shahraki Naser Shabakhty Seismic Performance Reliability of RC Structures: Application of Response Surface Method and Systemic Approach Civil Engineering Infrastructures Journal RC Structures reliability Response Surface Method Seismic performance systemic approach |
author_facet |
Hossein Shahraki Naser Shabakhty |
author_sort |
Hossein Shahraki |
title |
Seismic Performance Reliability of RC Structures: Application of Response Surface Method and Systemic Approach |
title_short |
Seismic Performance Reliability of RC Structures: Application of Response Surface Method and Systemic Approach |
title_full |
Seismic Performance Reliability of RC Structures: Application of Response Surface Method and Systemic Approach |
title_fullStr |
Seismic Performance Reliability of RC Structures: Application of Response Surface Method and Systemic Approach |
title_full_unstemmed |
Seismic Performance Reliability of RC Structures: Application of Response Surface Method and Systemic Approach |
title_sort |
seismic performance reliability of rc structures: application of response surface method and systemic approach |
publisher |
University of Tehran Press |
series |
Civil Engineering Infrastructures Journal |
issn |
2322-2093 2423-6691 |
publishDate |
2015-06-01 |
description |
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. |
topic |
RC Structures reliability Response Surface Method Seismic performance systemic approach |
url |
http://ceij.ut.ac.ir/article_53707_0b39d37e86972beba78e217bc5a460e2.pdf |
work_keys_str_mv |
AT hosseinshahraki seismicperformancereliabilityofrcstructuresapplicationofresponsesurfacemethodandsystemicapproach AT nasershabakhty seismicperformancereliabilityofrcstructuresapplicationofresponsesurfacemethodandsystemicapproach |
_version_ |
1725237363809976320 |