Quick Reparation of Infills in RC Frames After Seismic Damages – Experimental Tests on Shaking Table

Author:

Rousakis Theodoros,Kwiecien Arkadiusz,Viskovic Alberto,Ilki Alper,Tiller Petra,Ghiassi Bahman,Benedetti Andrea,Gams Matija,Rakicevic Zoran,Halici Omer Faruk,Zając Bogusław,Hojdys Łukasz,Krajewski Piotr,Rizzo Fabio,Colla Camilla,Gabrielli Elena,Sapalidis Anastasios,Papadouli Efthimia,Vanian Vachan,Bogdanovic Aleksandra

Publisher

Springer International Publishing

Reference8 articles.

1. Akyıldız AT, Kowalska-Koczwara A, Kwiecień A (2019) Stress distribution in masonry infills connected with stiff and flexible interface. J Meas Eng 7(1):40–46

2. EN 1998-1 (2004) Eurocode 8: design of structures for earthquake resistance – Part I: general rules, seismic actions and rules for buildings. European Committee for Standardization, Brussels, Belgium

3. Kwiecień A (2019) Reduction of stress concentration by polymer flexible joints in seismic protection of masonry infill walls in RC frames. Mater Sci Eng 474:1–7

4. Ricci P, Di Domenico M, Verderame GM (2018) Empirical-based out-of-plane URM infill wall model accounting for the interaction with in-plane demand. Earthquake Eng Struct Dynam 47:802–827

5. Rousakis T et al (2017) Fast retrofitting of strong wall infill of RC buildings with fiber sheets impregnated with highly deformable polymer. In: 25th International Conference on Compοsites/Nano Engineering, Rome, Italy

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