The effect of masonry infill walls on the reinforced concrete frames behavior under lateral load
The reinforced concrete structures with masonry infill walls are widely used to construct buildings in Algeria, as in many parts of the world. According to earthquake analysis, this type of construction can undergo serious damage under seismic load. The interaction between the infill wall and the su...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
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Mouloud Mammeri University of Tizi-Ouzou
2020-04-01
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| Series: | Journal of Materials and Engineering Structures |
| Subjects: | |
| Online Access: | http://revue.ummto.dz/index.php/JMES/article/view/2173 |
| _version_ | 1818454968613470208 |
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| author | Ismail LAYADI Ali MESSABHIA Jean Patrick PLASSIARD Olivier PLE |
| author_facet | Ismail LAYADI Ali MESSABHIA Jean Patrick PLASSIARD Olivier PLE |
| author_sort | Ismail LAYADI |
| collection | DOAJ |
| description | The reinforced concrete structures with masonry infill walls are widely used to construct buildings in Algeria, as in many parts of the world. According to earthquake analysis, this type of construction can undergo serious damage under seismic load. The interaction between the infill wall and the surrounding reinforced concrete structure is considered a key parameter, which could trigger damage and even collapse in self-stable frame buildings. To study the behavior of this type of structures and the wall–frame interaction, four half-scale single-storey, single-bay reinforced concrete unfilled and unfilled frames were constructed and tested under in-plane lateral load. Furthermore, the experimental results were analyzed using the Digital Image Correlation (DIC) technique giving a detailed analysis of displacement and strain fields. The wall–frame interaction was evaluated in terms of displacement field evolution and interface slip in the contact contour. The masonry infill wall demonstrated a significant influence on the in-plane lateral response of this type of structure. The analysis of the results of the experiment are discussed in this paper. |
| first_indexed | 2024-12-14T22:03:19Z |
| format | Article |
| id | doaj.art-77371db567b244b4b52750e4542d7845 |
| institution | Directory Open Access Journal |
| issn | 2170-127X |
| language | English |
| last_indexed | 2024-12-14T22:03:19Z |
| publishDate | 2020-04-01 |
| publisher | Mouloud Mammeri University of Tizi-Ouzou |
| record_format | Article |
| series | Journal of Materials and Engineering Structures |
| spelling | doaj.art-77371db567b244b4b52750e4542d78452022-12-21T22:45:56ZengMouloud Mammeri University of Tizi-OuzouJournal of Materials and Engineering Structures2170-127X2020-04-01711251401570The effect of masonry infill walls on the reinforced concrete frames behavior under lateral loadIsmail LAYADI0Ali MESSABHIA1Jean Patrick PLASSIARD2Olivier PLE3Larbi Tebessi University; Savoie Mont Blanc UniversityLarbi Tebessi UniversitySavoie Mont Blanc UniversitySavoie Mont Blanc UniversityThe reinforced concrete structures with masonry infill walls are widely used to construct buildings in Algeria, as in many parts of the world. According to earthquake analysis, this type of construction can undergo serious damage under seismic load. The interaction between the infill wall and the surrounding reinforced concrete structure is considered a key parameter, which could trigger damage and even collapse in self-stable frame buildings. To study the behavior of this type of structures and the wall–frame interaction, four half-scale single-storey, single-bay reinforced concrete unfilled and unfilled frames were constructed and tested under in-plane lateral load. Furthermore, the experimental results were analyzed using the Digital Image Correlation (DIC) technique giving a detailed analysis of displacement and strain fields. The wall–frame interaction was evaluated in terms of displacement field evolution and interface slip in the contact contour. The masonry infill wall demonstrated a significant influence on the in-plane lateral response of this type of structure. The analysis of the results of the experiment are discussed in this paper.http://revue.ummto.dz/index.php/JMES/article/view/2173infilled framesmasonrydigital image correlation techniquein-plane behavior |
| spellingShingle | Ismail LAYADI Ali MESSABHIA Jean Patrick PLASSIARD Olivier PLE The effect of masonry infill walls on the reinforced concrete frames behavior under lateral load Journal of Materials and Engineering Structures infilled frames masonry digital image correlation technique in-plane behavior |
| title | The effect of masonry infill walls on the reinforced concrete frames behavior under lateral load |
| title_full | The effect of masonry infill walls on the reinforced concrete frames behavior under lateral load |
| title_fullStr | The effect of masonry infill walls on the reinforced concrete frames behavior under lateral load |
| title_full_unstemmed | The effect of masonry infill walls on the reinforced concrete frames behavior under lateral load |
| title_short | The effect of masonry infill walls on the reinforced concrete frames behavior under lateral load |
| title_sort | effect of masonry infill walls on the reinforced concrete frames behavior under lateral load |
| topic | infilled frames masonry digital image correlation technique in-plane behavior |
| url | http://revue.ummto.dz/index.php/JMES/article/view/2173 |
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