A probabilistic capacity spectrum strategy for the reliability analysis of bridge pile shafts considering soil structure interaction
Autor(a) principal: | |
---|---|
Data de Publicação: | 2011 |
Outros Autores: | , , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Latin American journal of solids and structures (Online) |
Texto Completo: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252011000300006 |
Resumo: | This paper presents a probabilistic capacity spectrum strategy for the reliability analysis of a bridge pile shaft, accounting for uncertainties in design factors in the analysis and the soil-structure interaction (SSI). Monte Carlo simulation method (MCS) is adopted to determine the probabilities of failure by comparing the responses with defined limit states. The analysis considers the soil structure interaction together with the probabilistic application of the capacity spectrum method for different types of limit states. A cast-in-drilledhole (CIDH) extended reinforced concrete pile shaft of a bridge is analysed using the proposed strategy. The results of the analysis show that the SSI can lead to increase or decrease of the structure's probability of failure depending on the definition of the limit states. |
id |
ABCM-1_5807c40921a78ca65eb893163be210e6 |
---|---|
oai_identifier_str |
oai:scielo:S1679-78252011000300006 |
network_acronym_str |
ABCM-1 |
network_name_str |
Latin American journal of solids and structures (Online) |
repository_id_str |
|
spelling |
A probabilistic capacity spectrum strategy for the reliability analysis of bridge pile shafts considering soil structure interactionpile shaftcapacity spectrum methodreliability analysissoil-structure interactionprobability of failureThis paper presents a probabilistic capacity spectrum strategy for the reliability analysis of a bridge pile shaft, accounting for uncertainties in design factors in the analysis and the soil-structure interaction (SSI). Monte Carlo simulation method (MCS) is adopted to determine the probabilities of failure by comparing the responses with defined limit states. The analysis considers the soil structure interaction together with the probabilistic application of the capacity spectrum method for different types of limit states. A cast-in-drilledhole (CIDH) extended reinforced concrete pile shaft of a bridge is analysed using the proposed strategy. The results of the analysis show that the SSI can lead to increase or decrease of the structure's probability of failure depending on the definition of the limit states.Associação Brasileira de Ciências Mecânicas2011-09-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252011000300006Latin American Journal of Solids and Structures v.8 n.3 2011reponame:Latin American journal of solids and structures (Online)instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)instacron:ABCM10.1590/S1679-78252011000300006info:eu-repo/semantics/openAccessKim,DookieChaudhary,SandeepNocete,Charito FeWang,FengLee,Do Hyungeng2011-12-19T00:00:00Zoai:scielo:S1679-78252011000300006Revistahttp://www.scielo.br/scielo.php?script=sci_serial&pid=1679-7825&lng=pt&nrm=isohttps://old.scielo.br/oai/scielo-oai.phpabcm@abcm.org.br||maralves@usp.br1679-78251679-7817opendoar:2011-12-19T00:00Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)false |
dc.title.none.fl_str_mv |
A probabilistic capacity spectrum strategy for the reliability analysis of bridge pile shafts considering soil structure interaction |
title |
A probabilistic capacity spectrum strategy for the reliability analysis of bridge pile shafts considering soil structure interaction |
spellingShingle |
A probabilistic capacity spectrum strategy for the reliability analysis of bridge pile shafts considering soil structure interaction Kim,Dookie pile shaft capacity spectrum method reliability analysis soil-structure interaction probability of failure |
title_short |
A probabilistic capacity spectrum strategy for the reliability analysis of bridge pile shafts considering soil structure interaction |
title_full |
A probabilistic capacity spectrum strategy for the reliability analysis of bridge pile shafts considering soil structure interaction |
title_fullStr |
A probabilistic capacity spectrum strategy for the reliability analysis of bridge pile shafts considering soil structure interaction |
title_full_unstemmed |
A probabilistic capacity spectrum strategy for the reliability analysis of bridge pile shafts considering soil structure interaction |
title_sort |
A probabilistic capacity spectrum strategy for the reliability analysis of bridge pile shafts considering soil structure interaction |
author |
Kim,Dookie |
author_facet |
Kim,Dookie Chaudhary,Sandeep Nocete,Charito Fe Wang,Feng Lee,Do Hyung |
author_role |
author |
author2 |
Chaudhary,Sandeep Nocete,Charito Fe Wang,Feng Lee,Do Hyung |
author2_role |
author author author author |
dc.contributor.author.fl_str_mv |
Kim,Dookie Chaudhary,Sandeep Nocete,Charito Fe Wang,Feng Lee,Do Hyung |
dc.subject.por.fl_str_mv |
pile shaft capacity spectrum method reliability analysis soil-structure interaction probability of failure |
topic |
pile shaft capacity spectrum method reliability analysis soil-structure interaction probability of failure |
description |
This paper presents a probabilistic capacity spectrum strategy for the reliability analysis of a bridge pile shaft, accounting for uncertainties in design factors in the analysis and the soil-structure interaction (SSI). Monte Carlo simulation method (MCS) is adopted to determine the probabilities of failure by comparing the responses with defined limit states. The analysis considers the soil structure interaction together with the probabilistic application of the capacity spectrum method for different types of limit states. A cast-in-drilledhole (CIDH) extended reinforced concrete pile shaft of a bridge is analysed using the proposed strategy. The results of the analysis show that the SSI can lead to increase or decrease of the structure's probability of failure depending on the definition of the limit states. |
publishDate |
2011 |
dc.date.none.fl_str_mv |
2011-09-01 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252011000300006 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252011000300006 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/S1679-78252011000300006 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
text/html |
dc.publisher.none.fl_str_mv |
Associação Brasileira de Ciências Mecânicas |
publisher.none.fl_str_mv |
Associação Brasileira de Ciências Mecânicas |
dc.source.none.fl_str_mv |
Latin American Journal of Solids and Structures v.8 n.3 2011 reponame:Latin American journal of solids and structures (Online) instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM) instacron:ABCM |
instname_str |
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM) |
instacron_str |
ABCM |
institution |
ABCM |
reponame_str |
Latin American journal of solids and structures (Online) |
collection |
Latin American journal of solids and structures (Online) |
repository.name.fl_str_mv |
Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM) |
repository.mail.fl_str_mv |
abcm@abcm.org.br||maralves@usp.br |
_version_ |
1754302886862389248 |