Effect of Random Distribution of Initial Imperfection Curvature on The Bearing Capacity of Double -Layer Flat Grids With Different Configurations

Space frame structures have recently received significant attention for covering large spaces due to their high degree of indeterminacy, considerable stiffness, and low weight. The existence of various imperfections in these structures, whether during material production or construction, is inevitab...

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Main Authors: Arash Bayat, Hamidreza Ashrafi
Format: Article
Language:fas
Published: Razi University 2024-06-01
Series:مدل‌سازی پیشرفته در مهندسی عمران
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Online Access:https://amcen.razi.ac.ir/article_3293_08232d8d3224e724d9d768966d95f8c2.pdf
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author Arash Bayat
Hamidreza Ashrafi
author_facet Arash Bayat
Hamidreza Ashrafi
author_sort Arash Bayat
collection DOAJ
description Space frame structures have recently received significant attention for covering large spaces due to their high degree of indeterminacy, considerable stiffness, and low weight. The existence of various imperfections in these structures, whether during material production or construction, is inevitable given the large number of members and nodes. Studies on these structures have shown their sensitivity to the presence of various imperfections, which have a stochastic nature. The main objective of this research is to investigate the effect of initial member curvature on the load-bearing capacity and reliability of flat two-layer grid structures with different patterns. For this purpose, two types of grid patterns, namely, orthogonal and skewed, with and without openings, were evaluated, resulting in a total of eight different structures. For each structure, the initial curvature of the members was randomly assigned using a normal distribution, and then a nonlinear incremental load analysis was performed using the OpenSees software. This process was repeated 1,000 times for each structure, resulting in a total of 8,000 nonlinear analyses. Finally, the statistical parameters and reliability of each structure were evaluated using the Monte Carlo method. The results show that the flat two-layer grid structure with an orthogonal pattern and without openings has better performance, with not only a higher average vertical load-bearing capacity and reliability but also lower sensitivity to initial member curvature.
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issn 3060-7620
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series مدل‌سازی پیشرفته در مهندسی عمران
spelling doaj-art-9b45bd7cbbcd4cb0a332aaa0d64d8e672025-08-20T03:28:10ZfasRazi Universityمدل‌سازی پیشرفته در مهندسی عمران3060-76202024-06-011113314610.22126/amcen.2024.32933293Effect of Random Distribution of Initial Imperfection Curvature on The Bearing Capacity of Double -Layer Flat Grids With Different ConfigurationsArash Bayat0Hamidreza Ashrafi1PhD Student, Department of Civil Engineering, Faculty of Engineering, Razi University, Kermanshah, IranAssistant Professor, Department of Civil Engineering, Faculty of Engineering, Razi University, Kermanshah, IranSpace frame structures have recently received significant attention for covering large spaces due to their high degree of indeterminacy, considerable stiffness, and low weight. The existence of various imperfections in these structures, whether during material production or construction, is inevitable given the large number of members and nodes. Studies on these structures have shown their sensitivity to the presence of various imperfections, which have a stochastic nature. The main objective of this research is to investigate the effect of initial member curvature on the load-bearing capacity and reliability of flat two-layer grid structures with different patterns. For this purpose, two types of grid patterns, namely, orthogonal and skewed, with and without openings, were evaluated, resulting in a total of eight different structures. For each structure, the initial curvature of the members was randomly assigned using a normal distribution, and then a nonlinear incremental load analysis was performed using the OpenSees software. This process was repeated 1,000 times for each structure, resulting in a total of 8,000 nonlinear analyses. Finally, the statistical parameters and reliability of each structure were evaluated using the Monte Carlo method. The results show that the flat two-layer grid structure with an orthogonal pattern and without openings has better performance, with not only a higher average vertical load-bearing capacity and reliability but also lower sensitivity to initial member curvature.https://amcen.razi.ac.ir/article_3293_08232d8d3224e724d9d768966d95f8c2.pdfflat double-layer spatial gridinitial imperfectionreliabilitymonte-carlo methoddifferent configurations
spellingShingle Arash Bayat
Hamidreza Ashrafi
Effect of Random Distribution of Initial Imperfection Curvature on The Bearing Capacity of Double -Layer Flat Grids With Different Configurations
مدل‌سازی پیشرفته در مهندسی عمران
flat double-layer spatial grid
initial imperfection
reliability
monte-carlo method
different configurations
title Effect of Random Distribution of Initial Imperfection Curvature on The Bearing Capacity of Double -Layer Flat Grids With Different Configurations
title_full Effect of Random Distribution of Initial Imperfection Curvature on The Bearing Capacity of Double -Layer Flat Grids With Different Configurations
title_fullStr Effect of Random Distribution of Initial Imperfection Curvature on The Bearing Capacity of Double -Layer Flat Grids With Different Configurations
title_full_unstemmed Effect of Random Distribution of Initial Imperfection Curvature on The Bearing Capacity of Double -Layer Flat Grids With Different Configurations
title_short Effect of Random Distribution of Initial Imperfection Curvature on The Bearing Capacity of Double -Layer Flat Grids With Different Configurations
title_sort effect of random distribution of initial imperfection curvature on the bearing capacity of double layer flat grids with different configurations
topic flat double-layer spatial grid
initial imperfection
reliability
monte-carlo method
different configurations
url https://amcen.razi.ac.ir/article_3293_08232d8d3224e724d9d768966d95f8c2.pdf
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