Experimental testing, numerical modelling and seismic strengthening of traditional stone masonry: comprehensive study of a real Azorian pier

Author:

Costa Alexandre A.,Arêde António,Costa Aníbal,Guedes João,Silva Bruno

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference34 articles.

1. Abrams D (1996) Effects of scale and loading rate with tests of concrete and masonry structures. Earthq Spectr 12(1):13–28. http://dx.doi.org/10.1193/1.1585866

2. Almeida C (2000) Análise do Comportamento da Igreja do Mosteiro da Serra do pilar sob a Acção dos Sismos. MSc Dissertation. Faculdade de Engenharia da Universidade do Porto. Available via NCREP/FEUP. http://ncrep.fe.up.pt/

3. Arêde A (2008) In situ testing of the out-of-plane capacity of traditional stone masonry walls. International Seminar on Seismic Risk and Rehabilitation, Faial, Azores, Portugal

4. Arêde A, Costa A, Costa AA, Oliveira CS, Neves F (2008) Experimental in-situ testing of typical masonry constructions of Faial Island—Azores. In: 14th world conference on earthquake engineering. Beijing, China

5. Betti M, Vignoli A (2008) Modelling and analysis of a romanesque church under earthquake loading: assessment of seismic resistance. Eng Struct 30:352–367. http://dx.doi.org/10.1016/j.engstruct.2007.03.027

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