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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Váldodahkkit: Marco Tanganelli, Tommaso Rotunno, Stefania Viti
Materiálatiipa: Artihkal
Giella:English
Almmustuhtton: Taylor & Francis Group 2017-01-01
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.
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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
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