STUDY OF RELIABILITY OF SIMPLE STRUCTURAL SYSTEM FOR CORRELATED FAILURE

<p align="justify"> In probability theory, the capacities and risk level are expressed by probability of failure (Pf). The probability of failure (Pf) calculation in a structural system is not simple because it involves several component failure events. This calculation process is an...

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Main Author: SASANGKA ADJI (NIM: 25016008), TRI
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/31373
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:31373
spelling id-itb.:313732018-07-02T14:37:16ZSTUDY OF RELIABILITY OF SIMPLE STRUCTURAL SYSTEM FOR CORRELATED FAILURE SASANGKA ADJI (NIM: 25016008), TRI Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/31373 <p align="justify"> In probability theory, the capacities and risk level are expressed by probability of failure (Pf). The probability of failure (Pf) calculation in a structural system is not simple because it involves several component failure events. This calculation process is an integration of performance functions of several components with an integration area that depends on the correlation between the failure events of these components. The exact existing equations can only be used to determine the possible failure of a structural system whose components are perfectly correlated or not correlated at all. Where as to determine the probability of failure of a structural system with components that are not perfectly correlated, required equation with approach method. <br /> <br /> The purpose of this study in general is to determine the reliability of the structure system with components that are not perfectly correlated failure and collapse. <br /> <br /> The method used in this study is the Interpolation of Slice Method with First Order Second Moment (FOSM) Method to determine upper and lower limit of Unimodal and Bimodal and Monte Carlo Simulation as a comparison method of the calculation. <br /> <br /> The result of study of the structural system reliability for probability of failure (Pf) f or some cases with the Interpolation of Slice Method shows that the result is still in the range of Unimodal and Bimodal and also close with Simulation Monte Carlo result. It could be said that this method can be applied for calculating Pf with unperfectly correlated components. <br /> <br /> Interpolation of Slice Method with correction factor r(rho) can be used as an alternative method to calculate the reliability of the structural system with correlated components with some conditions specified those are the difference of PFi and PFj is not too far, i.e. less than 10 times and the data used to create the graph r (rho) vs rho must be complied to create rho values with the similar range of target rho values. <p align="justify"> <br /> text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description <p align="justify"> In probability theory, the capacities and risk level are expressed by probability of failure (Pf). The probability of failure (Pf) calculation in a structural system is not simple because it involves several component failure events. This calculation process is an integration of performance functions of several components with an integration area that depends on the correlation between the failure events of these components. The exact existing equations can only be used to determine the possible failure of a structural system whose components are perfectly correlated or not correlated at all. Where as to determine the probability of failure of a structural system with components that are not perfectly correlated, required equation with approach method. <br /> <br /> The purpose of this study in general is to determine the reliability of the structure system with components that are not perfectly correlated failure and collapse. <br /> <br /> The method used in this study is the Interpolation of Slice Method with First Order Second Moment (FOSM) Method to determine upper and lower limit of Unimodal and Bimodal and Monte Carlo Simulation as a comparison method of the calculation. <br /> <br /> The result of study of the structural system reliability for probability of failure (Pf) f or some cases with the Interpolation of Slice Method shows that the result is still in the range of Unimodal and Bimodal and also close with Simulation Monte Carlo result. It could be said that this method can be applied for calculating Pf with unperfectly correlated components. <br /> <br /> Interpolation of Slice Method with correction factor r(rho) can be used as an alternative method to calculate the reliability of the structural system with correlated components with some conditions specified those are the difference of PFi and PFj is not too far, i.e. less than 10 times and the data used to create the graph r (rho) vs rho must be complied to create rho values with the similar range of target rho values. <p align="justify"> <br />
format Theses
author SASANGKA ADJI (NIM: 25016008), TRI
spellingShingle SASANGKA ADJI (NIM: 25016008), TRI
STUDY OF RELIABILITY OF SIMPLE STRUCTURAL SYSTEM FOR CORRELATED FAILURE
author_facet SASANGKA ADJI (NIM: 25016008), TRI
author_sort SASANGKA ADJI (NIM: 25016008), TRI
title STUDY OF RELIABILITY OF SIMPLE STRUCTURAL SYSTEM FOR CORRELATED FAILURE
title_short STUDY OF RELIABILITY OF SIMPLE STRUCTURAL SYSTEM FOR CORRELATED FAILURE
title_full STUDY OF RELIABILITY OF SIMPLE STRUCTURAL SYSTEM FOR CORRELATED FAILURE
title_fullStr STUDY OF RELIABILITY OF SIMPLE STRUCTURAL SYSTEM FOR CORRELATED FAILURE
title_full_unstemmed STUDY OF RELIABILITY OF SIMPLE STRUCTURAL SYSTEM FOR CORRELATED FAILURE
title_sort study of reliability of simple structural system for correlated failure
url https://digilib.itb.ac.id/gdl/view/31373
_version_ 1822267748106895360