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Utilisation of Test Data for Column Bases When Assessing Overall Frame Response: A Review

Utilisation of Test Data for Column Bases When Assessing Overall Frame Response: A Review Previous studies of the behaviour of steel column base connections are reviewed; attention is concentrated on the results from programmes of laboratory testing. Nominally pinned bases are shown to provide significant rotational restraint and to be capable of transferring quite large moments into the foundations. Ways of representing these effects in frame analysis are investigated and, based on sample studies, a recommendation is provided. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Advances in Structural Engineering SAGE

Utilisation of Test Data for Column Bases When Assessing Overall Frame Response: A Review

Advances in Structural Engineering , Volume 3 (1): 11 – Jan 1, 2000

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References (21)

Publisher
SAGE
Copyright
© 2000 SAGE Publications
ISSN
1369-4332
eISSN
2048-4011
DOI
10.1260/1369433001501987
Publisher site
See Article on Publisher Site

Abstract

Previous studies of the behaviour of steel column base connections are reviewed; attention is concentrated on the results from programmes of laboratory testing. Nominally pinned bases are shown to provide significant rotational restraint and to be capable of transferring quite large moments into the foundations. Ways of representing these effects in frame analysis are investigated and, based on sample studies, a recommendation is provided.

Journal

Advances in Structural EngineeringSAGE

Published: Jan 1, 2000

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