Effects of bond-slip and masonry infills interaction on seismic performance of older R/C frame structures

Author:

Mohammad Aslam Faqeer,Faggella Marco,Gigliotti Rosario,Spacone Enrico

Funder

EACEA

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference74 articles.

1. Experimental evaluation of masonry-infilled RC frames;Mehrabi;J Struct Eng,1996

2. Al-Chaar G, Abrams D. Parametric Studies on Seismic Behavior of Frame-Infill Systems. In: Proceedings of the Ninth Canadian Masonry Symposium, New Brunswick, Canada; 2001.

3. Shake‐table tests of a three‐story reinforced concrete frame with masonry infill walls;Stavridis;Earthq Eng Struct Dyn,2012

4. Braga F, Gigliotti R, Laterza M. Analisi della risposta di una struttura in c.a. esistente, da sottoporre a prove sismiche di laboratorio, utilizzando differenti tecniche di adeguamento sismico. In: Proceedings of the 11th Italian Conference on Earthquake Engineering. Genova. (In Italian); 2004.

5. A modified steel bar model incorporating bond-slip for seismic assessment of concrete structures;Braga;ASCE, J Struct Eng,2012

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