Quasi-static cyclic tests on U-shaped reinforced concrete walls subjected to diagonal loading

This article presents the test setup of two quasi-static cyclic tests on U-shaped walls under horizontal diagonal loading recently performed at EPF Lausanne. The results of the first test are discussed in terms of global behaviour: failure mechanisms and force-displacement hystereses as well as in terms of local behaviour. The emphasis is placed on behaviour specific to U-shaped walls under diagonal loading, such as: 1) proneness to out-of-plane buckling of the free ends of the flanges; and 2) plane sections do not remain plane after deformation. Implications of these phenomena in the design and analysis of U-shaped walls are also discussed.


Presented at:
2nd European Conference on Earthquake Engineering and Seismology, Istanbul, Turkey, August 25-29, 2014
Year:
2014
Keywords:
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 Record created 2014-09-05, last modified 2018-03-17

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