Steel benchmark frames for structural analysis and validation studies: Finite element models and numerical simulation data

A sample of twenty-two steel benchmark frames was formed and used to investigate the accuracy of a single increment predictor-corrector (SIPC) solution scheme; an approximate method of second-order elastic analysis. Each of the frames is based on a structure from the literature and, as a collection,...

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Autores principales:	Constance W. Ziemian, Ronald D. Ziemian
Formato:	article
Lenguaje:	EN
Publicado:	Elsevier 2021
Materias:	Benchmark frames Frame stability Structural analysis Numerical modelling Computer applications to medicine. Medical informatics R858-859.7 Science (General) Q1-390
Acceso en línea:	https://doaj.org/article/c195c64d5d3e4590af11b528907c6cf5
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spelling	oai:doaj.org-article:c195c64d5d3e4590af11b528907c6cf52021-11-26T04:31:20ZSteel benchmark frames for structural analysis and validation studies: Finite element models and numerical simulation data2352-340910.1016/j.dib.2021.107564https://doaj.org/article/c195c64d5d3e4590af11b528907c6cf52021-12-01T00:00:00Zhttp://www.sciencedirect.com/science/article/pii/S2352340921008404https://doaj.org/toc/2352-3409A sample of twenty-two steel benchmark frames was formed and used to investigate the accuracy of a single increment predictor-corrector (SIPC) solution scheme; an approximate method of second-order elastic analysis. Each of the frames is based on a structure from the literature and, as a collection, the set includes a diverse assortment of practical planar geometries and a wide range of sensitivities to second-order effects. This data article presents the details of these frames, including finite element models, relevant nodal coordinates and element connectivity, and detailed information regarding member sizes, support conditions, and applied loading. In addition, this article presents simulation data obtained from testing the SIPC method using the benchmark frames, and assessing its accuracy and precision. Error analysis results, based on comparisons of joint displacements and member design moments simulated using the SIPC method with those obtained using the more exact and computationally expensive work-control (WC) method, are summarized. The finite element modelling and subsequent structural analysis utilized the software package MASTAN2, which provides user-friendly features to execute both SIPC and WC methods. A detailed description of these analysis methods and the algorithms used to generate data is provided in “Efficient geometric nonlinear elastic analysis for design of steel structures: Benchmark studies” Ziemian and Ziemian [1]. The benchmark frame models are more generally useful for any researcher interested in testing and validating structural analysis and design methods, and the simulation data allow for comparisons with the results of other proposed solution schemes.Constance W. ZiemianRonald D. ZiemianElsevierarticleBenchmark framesFrame stabilityStructural analysisNumerical modellingComputer applications to medicine. Medical informaticsR858-859.7Science (General)Q1-390ENData in Brief, Vol 39, Iss , Pp 107564- (2021)
institution	DOAJ
collection	DOAJ
language	EN
topic	Benchmark frames Frame stability Structural analysis Numerical modelling Computer applications to medicine. Medical informatics R858-859.7 Science (General) Q1-390
spellingShingle	Benchmark frames Frame stability Structural analysis Numerical modelling Computer applications to medicine. Medical informatics R858-859.7 Science (General) Q1-390 Constance W. Ziemian Ronald D. Ziemian Steel benchmark frames for structural analysis and validation studies: Finite element models and numerical simulation data
description	A sample of twenty-two steel benchmark frames was formed and used to investigate the accuracy of a single increment predictor-corrector (SIPC) solution scheme; an approximate method of second-order elastic analysis. Each of the frames is based on a structure from the literature and, as a collection, the set includes a diverse assortment of practical planar geometries and a wide range of sensitivities to second-order effects. This data article presents the details of these frames, including finite element models, relevant nodal coordinates and element connectivity, and detailed information regarding member sizes, support conditions, and applied loading. In addition, this article presents simulation data obtained from testing the SIPC method using the benchmark frames, and assessing its accuracy and precision. Error analysis results, based on comparisons of joint displacements and member design moments simulated using the SIPC method with those obtained using the more exact and computationally expensive work-control (WC) method, are summarized. The finite element modelling and subsequent structural analysis utilized the software package MASTAN2, which provides user-friendly features to execute both SIPC and WC methods. A detailed description of these analysis methods and the algorithms used to generate data is provided in “Efficient geometric nonlinear elastic analysis for design of steel structures: Benchmark studies” Ziemian and Ziemian [1]. The benchmark frame models are more generally useful for any researcher interested in testing and validating structural analysis and design methods, and the simulation data allow for comparisons with the results of other proposed solution schemes.
format	article
author	Constance W. Ziemian Ronald D. Ziemian
author_facet	Constance W. Ziemian Ronald D. Ziemian
author_sort	Constance W. Ziemian
title	Steel benchmark frames for structural analysis and validation studies: Finite element models and numerical simulation data
title_short	Steel benchmark frames for structural analysis and validation studies: Finite element models and numerical simulation data
title_full	Steel benchmark frames for structural analysis and validation studies: Finite element models and numerical simulation data
title_fullStr	Steel benchmark frames for structural analysis and validation studies: Finite element models and numerical simulation data
title_full_unstemmed	Steel benchmark frames for structural analysis and validation studies: Finite element models and numerical simulation data
title_sort	steel benchmark frames for structural analysis and validation studies: finite element models and numerical simulation data
publisher	Elsevier
publishDate	2021
url	https://doaj.org/article/c195c64d5d3e4590af11b528907c6cf5
work_keys_str_mv	AT constancewziemian steelbenchmarkframesforstructuralanalysisandvalidationstudiesfiniteelementmodelsandnumericalsimulationdata AT ronalddziemian steelbenchmarkframesforstructuralanalysisandvalidationstudiesfiniteelementmodelsandnumericalsimulationdata
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Steel benchmark frames for structural analysis and validation studies: Finite element models and numerical simulation data

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