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Shaking table tests on strength degradation behaviour

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conference contribution
posted on 2024-07-09, 20:27 authored by B. Kafle, Vidal Paton-cole, Nelson Lam, Emad GadEmad Gad, John WilsonJohn Wilson
Structures such as unreinforced masonry walls, soft-storey buildings, gravity structures and components which include free-standing objects are well known to be non-ductile and yet they are commonly found in regions of low-moderate seismicity. Potential significant degradation in strength in these structural systems in projected earthquake scenarios has been a cause for concern. Shaking table experiments undertaken recently by the authors revealed very interesting phenomena with the behaviour of the (“non-ductile”) free-standing objects in an earthquake. Vulnerability to overturning is shown not to be sensitive to the height of the object nor its aspect ratio. The trends revealed earlier by the authors based on analytical modeling have been confirmed experimentally. Importantly, the displacement time histories predicted by program Rowmanry and Romain are shown to be very consistent with recordings from the shaking table experiments.

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ISBN

9780980742015

Journal title

Proceedings of the 18th Annual Conference of the Australian Earthquake Engineering Society (AEES), Newcastle, New South Wales, Australia, 11-13 December 2009

Conference name

The 18th Annual Conference of the Australian Earthquake Engineering Society AEES, Newcastle, New South Wales, Australia, 11-13 December 2009

Publisher

Australian Earthquake Engineering Society

Copyright statement

Copyright © 2009 Australian Earthquake Engineering Society. The published version is reproduced with the permission of the publisher.

Language

eng

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