Pseudodynamic tests on a full-scale 3-storey precast concrete building: Global response

Author:

Negro Paolo,Bournas Dionysios A.,Molina Francisco J.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference17 articles.

1. Saisi A, Toniolo G. Precast r.c. columns under cyclic loading: an experimental program oriented to EC8. Studi e Ricerche, vol. 19. School for Concrete Structures ‘‘F.lli Pesenti’’, Politecnico di Milano; 1998. p. 373–414.

2. Ferrara L, Colombo A, Negro P, Toniolo G. Precast vs. cast-in-situ reinforced concrete industrial buildings under earthquake loading: an assessment via pseudodynamic tests. In: Proc of the 13th WCEE, 2004.

3. Negro P, Mola E, Ferrara L, Zhao B, Magonette G, Molina J. PRECAST STRUCTURES EC8: seismic behaviour of precast concrete structures with respect to EC8-Contract N. G6RD-CT – 2002-00857. Final report of the experimental activity of the Italo-Slovenian Group; 2007. 190p.

4. Lessons learned from the Kobe earthquake – a Japanese perspective;Moguruma;PCI J,1995

5. EERI. Kocaeli, Turkey, Earthquake of August 17, 1999 Reconnaissance report, earthquake spectra, vol. 16 (Suppl.); 2000.

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