RC frames

 

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T. Albanesi, S. Biondi, E. Candigliota, A. LeMaoult, C. Nuti
Farhad Akhoundi, Graça Vasconcelos, Paulo Lourenço
Anténio Arêde, André Furtado, José Melo, Hugo Rodrigues, Humberto Varum, Nuno Pinto
Maria Teresa De Risi, Mariano Di Domenico, Paolo Ricci, Gerardo Mario Verderame, Gaetano Manfredi
André Furtado, Hugo Rodrigues, António Arêde, Humberto Varum
Ibrahim Serkan Misir, Ozgur Ozcelik, Sadik Can Girgin, Umut Yucel
Manuel Fernando Paulo Pereira, MF Pereira, JE Ferreira, Paulo B Lourenço

Publication: Out-of-plane resistance of concrete masonry infilled panels (1989)

Author(s):

JL Dawe, CK Seah

Reference:

Canadian Journal of Civil Engineering

Preparation and upload by:

Filip Anic, Faculty of Civil Engineering and Architecture Osijek, Josip Juraj Strossmayer University of Osijek

Publication type:

Article

Downloads:

List of test setups

Publication abstract (click to enlarge):

Nine large-scale concrete masonry infilled panels (3.6 X 2.8 m) were tested to destruction under uniformly distributed lateral pressure applied in small increments. Load-deformation curves of the infills and the enclosing steel frame showed linear elastic behaviour prior to first cracking. Nonlinear behaviour due to cracking and arching action of infill was prominent in the postcracking range.

Test setup: Out-of-plane tests

Test setup type:

RC frame

Parameter:

Storey count:
1

Diagram (scan):

Diagram (data):

Test setup description (click to enlarge):

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