Damage-based seismic planar pounding analysis of adjacent symmetric buildings considering inelastic structure-soil-structure interaction Aldaikh, H.; Ghandil, M.
Published in: Earthquake Engineering and Structural Dynamics
DOI:10.1002/eqe.2848
Publication date: 2017
Document Version Peer reviewed version Link to publication in Discovery Research PortalCitation for published version (APA): Aldaikh, H., & Ghandil, . M. (2017). Damage-based seismic planar pounding analysis of adjacent symmetric buildings considering inelastic structure-soil-structure interaction. Earthquake Engineering and Structural Dynamics, 46(7), 1141-1159. DOI: 10.1002/eqe.2848
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Take down policyIf you believe that this document breaches copyright please contact us providing details, and we will remove access to the work immediately and investigate your claim. Aldaikh, H., & Ghandil, . M. (2016). Damage-based seismic planar pounding analysis of adjacent symmetric buildings considering inelastic structure-soil-structure interaction. Earthquake Engineering and Structural Dynamics.
General rightsCopyright and moral rights for the publications made accessible in Discovery Research Portal are retained by the authors and/or other copyright owners and it is a condition of accessing publications that users recognise and abide by the legal requirements associated with these rights.• Users may download and print one copy of any publication from Discovery Research Portal for the purpose of private study or research.• You may not further distribute the material or use it for any profit-making activity or commercial gain.• You may freely distribute the URL identifying the publication in the public portal.
Take down policyIf you believe that this document breaches copyright please contact us providing details, and we will remove access to the work immediately and investigate your claim.
Abstract
8In cities and urban areas, building structures located at close proximities inevitably interact under 9 dynamic loading by direct pounding and indirectly through the underlying soil. Majority of the 10 previous adjacent buildings pounding studies that have taken the Structure-Soil-Structure Interaction 11 (SSSI) problem into account have used simple lumped mass-spring-dashpot models under plane-strain 12 conditions. In this research, the problem of SSSI-included pounding problem of two adjacent 13 symmetric in plan buildings resting on a soft soil pr...
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