Multilevel Seismic Damage Behavior Correlation Analysis for RC Framed Structures

Five structural levels, that is, material level, section level, member level, storey level, and structure level, were proposed to analyze the multilevel nonlinear mechanism of the reinforced concrete (RC) framed structures. Based on the presented deformation equivalent principle, a generalized stiff...

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Main Author: Jianguang Yue
Format: Article
Language:English
Published: Wiley 2018-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2018/2364297
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author Jianguang Yue
author_facet Jianguang Yue
author_sort Jianguang Yue
collection DOAJ
description Five structural levels, that is, material level, section level, member level, storey level, and structure level, were proposed to analyze the multilevel nonlinear mechanism of the reinforced concrete (RC) framed structures. Based on the presented deformation equivalent principle, a generalized stiffness damage model was developed for each structural level. At each structural level, the stiffness damage value can be calculated by the integration of the material stiffness damage. Furthermore, an impact factor was proposed to reflect the damage correlations between different structural levels. In order to verify this method, the proposed method was used to study the damage evolutions at various structural levels of a 12-storey frame structure. The numerical model utilizing the proposed analysis method produces results in good agreement with the test results of the 12-storey frame structure. It shows that the proposed method is useful to assess the structure multilevel damage performance and to design a new structure.
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spelling doaj-art-0ebfb87626d840e497c677baec1738ec2025-02-03T01:07:51ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422018-01-01201810.1155/2018/23642972364297Multilevel Seismic Damage Behavior Correlation Analysis for RC Framed StructuresJianguang Yue0College of Civil Engineering, Nanjing Tech University, Nanjing 211800, ChinaFive structural levels, that is, material level, section level, member level, storey level, and structure level, were proposed to analyze the multilevel nonlinear mechanism of the reinforced concrete (RC) framed structures. Based on the presented deformation equivalent principle, a generalized stiffness damage model was developed for each structural level. At each structural level, the stiffness damage value can be calculated by the integration of the material stiffness damage. Furthermore, an impact factor was proposed to reflect the damage correlations between different structural levels. In order to verify this method, the proposed method was used to study the damage evolutions at various structural levels of a 12-storey frame structure. The numerical model utilizing the proposed analysis method produces results in good agreement with the test results of the 12-storey frame structure. It shows that the proposed method is useful to assess the structure multilevel damage performance and to design a new structure.http://dx.doi.org/10.1155/2018/2364297
spellingShingle Jianguang Yue
Multilevel Seismic Damage Behavior Correlation Analysis for RC Framed Structures
Advances in Materials Science and Engineering
title Multilevel Seismic Damage Behavior Correlation Analysis for RC Framed Structures
title_full Multilevel Seismic Damage Behavior Correlation Analysis for RC Framed Structures
title_fullStr Multilevel Seismic Damage Behavior Correlation Analysis for RC Framed Structures
title_full_unstemmed Multilevel Seismic Damage Behavior Correlation Analysis for RC Framed Structures
title_short Multilevel Seismic Damage Behavior Correlation Analysis for RC Framed Structures
title_sort multilevel seismic damage behavior correlation analysis for rc framed structures
url http://dx.doi.org/10.1155/2018/2364297
work_keys_str_mv AT jianguangyue multilevelseismicdamagebehaviorcorrelationanalysisforrcframedstructures