Influence of Masonry Infill Walls on the Seismic Assessment of Non-Seismically Designed RC Framed Structures
Author:
Affiliation:
1. CONSTRUCT-LESE, School of Engineering, Polytechnic of Porto, 4249-015 Porto, Portugal
2. CONSTRUCT-LESE, Faculty of Engineering, University of Porto, 4200-465 Porto, Portugal
Abstract
Funder
Portuguese Foundation for Science and Technology
FEDER
Fundação para a Ciência e Tecnologia
national funds
Programmatic Funding
FCT/MCTES
Publisher
MDPI AG
Subject
Building and Construction,Civil and Structural Engineering,Architecture
Link
https://www.mdpi.com/2075-5309/13/5/1148/pdf
Reference58 articles.
1. Appraisal of masonry infill walls effect in the seismic response of RC framed buildings: A case study;Uva;Eng. Struct.,2012
2. Evaluation of the effect of infill walls on seismic performance of RC dual frames;Razzaghi;Int. J. Adv. Struct. Eng.,2015
3. Mucedero, G., Perrone, D., Brunesi, E., and Monteiro, R. (2020). Numerical Modelling and Validation of the Response of Masonry Infilled RC Frames Using Experimental Testing Results. Buildings, 10.
4. Seismic Vulnerability Assessment of Gravity Load Designed R/C Frames;Masi;Bull. Earthq. Eng.,2003
5. Tanganelli, M., Viti, S., De Stefano, M., and Rinhorn, A.M. (2011, January 12–13). Influence of infill panels on the seismic response of existing RC buildings: A case study. Proceedings of the 6th European Workshop on the Seismic Behaviour of Irregular and Complex Structures, Haifa, Israel.
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