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Abstract

Two full-scale building structures have been tested pseudo-dynamically in the ELSA laboratory, namely a 3-storey one-bay steel moment resisting frame and a 4-storey R/C building. Design of these structures was performed in accordance with the relevant Eurocodes. In particular, some design solutions that could lead to a semi-rigid joint behaviour were to be investigated. The behaviour of the tested structures is discussed, focusing mainly on the influence of the semi-rigid beam to column joints on their seismic performance. The steel frame performed well; however due to excessive deformations in the connection zones the welds collapsed before the full exploitation of the potential beam ductility. The R/C building also performed well during the test; however slippage of the rebars (B500 steel) in the joint core occurred, leading to an excessive decrease of the structural stiffness and reducing the energy dissipation during the earthquake.

Additional information

Authors: PINTO A V, JRC Ispra (IT)
Bibliographic Reference: Paper presented: COST C-1 Prague Workshop (Seismic Working Group), Prague (CZ), October 26-28, 1994
Availability: Available from (1) as Paper EN 38793 ORA
Record Number: 199510126 / Last updated on: 1995-08-22
Category: PUBLICATION
Original language: en
Available languages: en
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