On the modelling of infilled RC frames through strut models
Infill panels largely affect the seismic response of framed constructions. The wide variety in their mechanical and geometrical features has produced many different models and assumptions in their analytical representation. In this paper the simplest and most diffuse analytical approach, based on th...
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Materiálatiipa: | Artihkal |
Giella: | English |
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Taylor & Francis Group
2017-01-01
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Ráidu: | Cogent Engineering |
Fáttát: | |
Liŋkkat: | http://dx.doi.org/10.1080/23311916.2017.1371578 |
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author | Marco Tanganelli Tommaso Rotunno Stefania Viti |
author_facet | Marco Tanganelli Tommaso Rotunno Stefania Viti |
author_sort | Marco Tanganelli |
collection | DOAJ |
description | Infill panels largely affect the seismic response of framed constructions. The wide variety in their mechanical and geometrical features has produced many different models and assumptions in their analytical representation. In this paper the simplest and most diffuse analytical approach, based on the introduction of equivalent struts, has been checked. An overview is presented, focusing on the strut dimensions, strength and number. Two case-studies, taken by two different experimental campaigns, have been considered and reproduced. The obtained results have been compared to the experimental ones, and some parameters have been checked for selecting the model to use for analysis. |
first_indexed | 2024-03-12T05:32:04Z |
format | Article |
id | doaj.art-ff005524ede349308c20d68ba786f214 |
institution | Directory Open Access Journal |
issn | 2331-1916 |
language | English |
last_indexed | 2024-03-12T05:32:04Z |
publishDate | 2017-01-01 |
publisher | Taylor & Francis Group |
record_format | Article |
series | Cogent Engineering |
spelling | doaj.art-ff005524ede349308c20d68ba786f2142023-09-03T06:54:15ZengTaylor & Francis GroupCogent Engineering2331-19162017-01-014110.1080/23311916.2017.13715781371578On the modelling of infilled RC frames through strut modelsMarco Tanganelli0Tommaso Rotunno1Stefania Viti2University of FlorenceUniversity of FlorenceUniversity of FlorenceInfill panels largely affect the seismic response of framed constructions. The wide variety in their mechanical and geometrical features has produced many different models and assumptions in their analytical representation. In this paper the simplest and most diffuse analytical approach, based on the introduction of equivalent struts, has been checked. An overview is presented, focusing on the strut dimensions, strength and number. Two case-studies, taken by two different experimental campaigns, have been considered and reproduced. The obtained results have been compared to the experimental ones, and some parameters have been checked for selecting the model to use for analysis.http://dx.doi.org/10.1080/23311916.2017.1371578infilled rc framesstrut-model, masonry infill panelsnonlinear response of infilled constructionsstrut strength |
spellingShingle | Marco Tanganelli Tommaso Rotunno Stefania Viti On the modelling of infilled RC frames through strut models Cogent Engineering infilled rc frames strut-model, masonry infill panels nonlinear response of infilled constructions strut strength |
title | On the modelling of infilled RC frames through strut models |
title_full | On the modelling of infilled RC frames through strut models |
title_fullStr | On the modelling of infilled RC frames through strut models |
title_full_unstemmed | On the modelling of infilled RC frames through strut models |
title_short | On the modelling of infilled RC frames through strut models |
title_sort | on the modelling of infilled rc frames through strut models |
topic | infilled rc frames strut-model, masonry infill panels nonlinear response of infilled constructions strut strength |
url | http://dx.doi.org/10.1080/23311916.2017.1371578 |
work_keys_str_mv | AT marcotanganelli onthemodellingofinfilledrcframesthroughstrutmodels AT tommasorotunno onthemodellingofinfilledrcframesthroughstrutmodels AT stefaniaviti onthemodellingofinfilledrcframesthroughstrutmodels |