Full-scale testing of masonry-infilled RC frames retrofitted with cross-laminated timber panels

Author:

Smiroldo FrancescoORCID,Kallioras StylianosORCID,Sommacal Giovanni,Bournas Dionysios,Piazza MaurizioORCID,Giongo IvanORCID

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference72 articles.

1. S. Pampanin, G.M. Calvi, M. Moratti, Seismic behaviour of RC beam-column joints designed for gravity loads. In: Proceedings of the 12th European Conference on Earthquake Engineering, 9–13 September 2002, London, UK.

2. Hassan WM, Moehle JP. Experimental assessment of seismic vulnerability of corner beam-column joints in older concrete buildings. In: Proceedings of the 15th World Conference on Earthquake Engineering, 24–28 September 2012, Lisbon, Portugal.

3. Seismic vulnerability assessment of an infilled reinforced concrete frame structure designed for gravity loads;Pavese;J Earthq Eng,2016

4. Hashemi A, Mosalam KM. Seismic evaluation of reinforced concrete buildings including effects of masonry infill walls. PEER Report 2007-100, University of California, Berkeley, California, US; 2007. Available at https://peer.berkeley.edu/publications/2007-100.

5. Progressive collapse analysis of reinforced concrete frames with unreinforced masonry infill walls considering in-plane/out-of-plane interaction;Mosalam;Earthq Spectra,2015

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