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Abstract

This paper presents a synthesis of the results obtained at the ELSA laboratory from tests on models of historical constructions under earthquake loading. Laboratory tests on large-scale replicas of monumental structures or parts of them were carried out. Assessment of the efficiency of strengthening solutions and relevance for the calibration and/or development of non-linear numerical models is highlighted. A short summary of the ongoing ELSA activities in the field is given.

Additional information

Authors: PINTO A ET AL, JRC, IPSC, ELSA, Ispra (IT)
Bibliographic Reference: An oral report given at: The 3rd International Seminar on Structural Analysis of Historical Construction. Held in: Guimaraes (PT), 7-9 November 2001
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