Effect of earthquake‐induced axial load fluctuations on asymmetric frame–wall–rocking foundation systems. (24th February 2015)

• Record Type: Journal Article
• Authors: Liu, Weian; Hutchinson, Tara C.; Kutter, Bruce L.; Gavras, Andreas G.; Hakhamaneshi, Manouchehr
• Is Part Of: Earthquake engineering and structural dynamics. Volume 44:Number 12(2015:Oct.)
• Page Start: 1997
• Page End: 2013
• Publication Date: 2015-02-24
• Subjects: Structural dynamics -- Periodicals; Earthquake engineering -- Periodicals; 624.1762
• DOI: 10.1002/eqe.2569
• Languages: English
• ISSNs: 0098-8847

Abstract

<abstract abstract-type="main"> <title>Summary</title> <p>Fluctuations in axial load imposed on a rocking footing will affect its moment capacity, the shape of its moment–rotation hysteresis, and potentially the system's seismic performance. Structural asymmetry increases the likelihood of axial load variation during earthquake excitations. To investigate this issue, a unique centrifuge testing program was carried out on low‐rise frame–wall–rocking foundation systems. In this paper, the seismic behaviors of asymmetric and symmetric models from this test program are systematically compared. Experimental results reveal that placing the lateral force resisting shear wall outboard produces significant axial load fluctuation, which in turn greatly deteriorate the lateral load‐carrying capacity of a foundation rocking dominated frame–wall system, particularly in its weak direction. However, it strengthens the system when loading is towards the shear wall, leading to a highly asymmetric hysteretic response. During earthquake loading, all asymmetric rocking foundation systems observe smaller peak roof accelerations, but larger peak and permanent roof drifts compared with the symmetric systems. Despite these differences in response, the axial load fluctuation and structural asymmetry do not significantly change the relative energy dissipated by the rocking foundations and inelastic structural components within each frame–wall–rocking foundation model. Copyright © 2015 John Wiley & Sons, Ltd.</p> </abstract>