Investigation of Reliabilities of Bolt Distances for Bolted Structural Steel Connections by Monte Carlo Simulation Method

<span style="color: #515151;">Design of the distance of bolts to each other and design of the distance of bolts to the edge of connection plates are made based on minimum and maximum boundary values proposed by structural codes. In this study, reliabilities of those distances were in...

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Main Author: Ertekin Öztekin Öztekin
Format: Article
Language:English
Published: Pamukkale University 2015-12-01
Series:Pamukkale University Journal of Engineering Sciences
Online Access:http://dergipark.ulakbim.gov.tr/pajes/article/view/5000164266
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author Ertekin Öztekin Öztekin
author_facet Ertekin Öztekin Öztekin
author_sort Ertekin Öztekin Öztekin
collection DOAJ
description <span style="color: #515151;">Design of the distance of bolts to each other and design of the distance of bolts to the edge of connection plates are made based on minimum and maximum boundary values proposed by structural codes. In this study, reliabilities of those distances were investigated. For this purpose, loading types, bolt types and plate thicknesses were taken as variable parameters. Monte Carlo Simulation (MCS) method was used in the reliability computations performed for all combination of those parameters. At the end of study, all reliability index values for all those distances were presented in graphics and tables. Results obtained from this study compared with the values proposed by some structural codes and finally some evaluations were made about those comparisons. Finally, It was emphasized in the end of study that, it would be incorrect of the usage of the same bolt distances in the both traditional designs and the higher reliability level designs.</span>
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spelling doaj.art-0bdb2c4c7b844ba794f7812fafdc304a2023-02-15T16:14:06ZengPamukkale UniversityPamukkale University Journal of Engineering Sciences1300-70092147-58812015-12-012162132235000146039Investigation of Reliabilities of Bolt Distances for Bolted Structural Steel Connections by Monte Carlo Simulation MethodErtekin Öztekin Öztekin<span style="color: #515151;">Design of the distance of bolts to each other and design of the distance of bolts to the edge of connection plates are made based on minimum and maximum boundary values proposed by structural codes. In this study, reliabilities of those distances were investigated. For this purpose, loading types, bolt types and plate thicknesses were taken as variable parameters. Monte Carlo Simulation (MCS) method was used in the reliability computations performed for all combination of those parameters. At the end of study, all reliability index values for all those distances were presented in graphics and tables. Results obtained from this study compared with the values proposed by some structural codes and finally some evaluations were made about those comparisons. Finally, It was emphasized in the end of study that, it would be incorrect of the usage of the same bolt distances in the both traditional designs and the higher reliability level designs.</span>http://dergipark.ulakbim.gov.tr/pajes/article/view/5000164266
spellingShingle Ertekin Öztekin Öztekin
Investigation of Reliabilities of Bolt Distances for Bolted Structural Steel Connections by Monte Carlo Simulation Method
Pamukkale University Journal of Engineering Sciences
title Investigation of Reliabilities of Bolt Distances for Bolted Structural Steel Connections by Monte Carlo Simulation Method
title_full Investigation of Reliabilities of Bolt Distances for Bolted Structural Steel Connections by Monte Carlo Simulation Method
title_fullStr Investigation of Reliabilities of Bolt Distances for Bolted Structural Steel Connections by Monte Carlo Simulation Method
title_full_unstemmed Investigation of Reliabilities of Bolt Distances for Bolted Structural Steel Connections by Monte Carlo Simulation Method
title_short Investigation of Reliabilities of Bolt Distances for Bolted Structural Steel Connections by Monte Carlo Simulation Method
title_sort investigation of reliabilities of bolt distances for bolted structural steel connections by monte carlo simulation method
url http://dergipark.ulakbim.gov.tr/pajes/article/view/5000164266
work_keys_str_mv AT ertekinoztekinoztekin investigationofreliabilitiesofboltdistancesforboltedstructuralsteelconnectionsbymontecarlosimulationmethod