Modelling of in-plane seismic behaviour of one-way steel or timber jack arch floors in existing buildings. Application to the Eixample district of Barcelona

Author:

Dimovska Sara,Saloustros Savvas,Pelà Luca,Roca Pere

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference48 articles.

1. The Effect of Stiffened Floor and Roof Diaphragms on the Experimental Seismic Response of a Full-Scale Unreinforced Stone Masonry Building;Senaldi;J Earthq Eng,2014

2. Seismic behavior of three-leaf stone masonry buildings before and after interventions: Shaking table tests on a two-storey masonry model;Vintzileou;Bull Earthq Eng,2015

3. Experimental seismic performance of a half-scale stone masonry building aggregate;Senaldi;Bull Earthq Eng,2020

4. Optimal model through identified frequencies of a masonry building structure with wooden floors;Diaferio;Int J Mech,2014

5. Piazza M, Baldessari C, Tomasi R. The role in-plane floor stiffness in the seismic behaviour of traditional buildings. In: Proc. 14th World Conf. Earthq. Eng. Beijing, China, 12-17 Oct., Beijing: 2008.

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