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EARTHQUAKE SIMULATOR TESTING OF POUNDING BETWEEN ADJACENT BUILDINGS

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dc.contributor.author PAPADRAKAKIS, M en
dc.contributor.author MOUZAKIS, HP en
dc.date.accessioned 2014-03-01T01:10:56Z
dc.date.available 2014-03-01T01:10:56Z
dc.date.issued 1995 en
dc.identifier.issn 0098-8847 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/11505
dc.subject.classification Engineering, Civil en
dc.subject.classification Engineering, Geological en
dc.subject.other DYNAMICS en
dc.title EARTHQUAKE SIMULATOR TESTING OF POUNDING BETWEEN ADJACENT BUILDINGS en
heal.type journalArticle en
heal.identifier.primary 10.1002/eqe.4290240604 en
heal.identifier.secondary http://dx.doi.org/10.1002/eqe.4290240604 en
heal.language English en
heal.publicationDate 1995 en
heal.abstract Two-storey-building frames have been designed and built in an effort to investigate the pounding phenomenon of adjacent buildings during earthquakes. Static tests have been first performed to determine the static characteristics and the support conditions of the test structures, Sinusoidal and random acceleration signal tests have been subsequently performed to determine the dynamic characteristics of the test structures. Two series of tests were carried out using the shaking table simulator. In the first case, the dynamic response has been recorded without pounding, while in the second case, the test structures have been placed with zero-gap separation and pounding was induced. Input energy time histories were correlated and compared with and without pounding. The experimental results were compared with analytical ones based on a formulation of the contact impact problem by the Lagrange multiplier method. Good agreement between the experimental and the analytical results was achieved. en
heal.publisher JOHN WILEY & SONS LTD en
heal.journalName EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS en
dc.identifier.doi 10.1002/eqe.4290240604 en
dc.identifier.isi ISI:A1995RA94200003 en
dc.identifier.volume 24 en
dc.identifier.issue 6 en
dc.identifier.spage 811 en
dc.identifier.epage 834 en


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