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Higher mode seismic structure-soil-structure interaction between adjacent building during earthquakes

Research output: Contribution to journalArticle

Original languageEnglish
Pages (from-to)322-337
Number of pages16
JournalEngineering Structures
Volume174
Early online date28 Jul 2018
DOIs
DateAccepted/In press - 16 Jul 2018
DateE-pub ahead of print - 28 Jul 2018
DatePublished (current) - 1 Nov 2018

Abstract

This paper evaluates the effect of Structure-Soil-Structure Interaction (SSSI) between two buildings under seismic excitation given different parameters of the buildings, inter-building spacing, and soil type. An extended simplified reduced-order model, that enables higher mode interaction between structures, is proposed. This enables the exploration of the interaction between buildings with a very large difference in height. A database of strong ground motions records with Far-Field, Near-Field Without Pulse and Near-Field Pulse-Like characteristics are employed. Over 3 million system/ground motion cases are analysed in this extensive parametric study. The results suggest that the extended model captures significant interactions, in displacement responses, for the cases of a small building closely flanked by a much taller one.

    Research areas

  • Dynamics, Structure-Soil-Structure interaction (SSSI), Time history seismic analysis

Documents

Documents

  • Full-text PDF (accepted author manuscript)

    Rights statement: This is the accepted author manuscript (AAM). The final published version (version of record) is available online via Elsevier at https://doi.org/10.1016/j.engstruct.2018.07.049 . Please refer to any applicable terms of use of the publisher.

    Accepted author manuscript, 7 MB, PDF-document

    Embargo ends: 28/07/19

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    Licence: CC BY-NC-ND

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