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Nonlinear seismic response of steel structures with semi-rigid and composite connections

โœ Scribed by Alfredo Reyes-Salazar; Achintya Haldar

Publisher
Elsevier Science
Year
1999
Tongue
English
Weight
276 KB
Volume
51
Category
Article
ISSN
0143-974X

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โœฆ Synopsis

The nonlinear seismic responses of steel frames with fully restrained, partially restrained and composite connections are evaluated and compared in terms of the maximum interstory and maximum top lateral displacements. Steel frames are usually analyzed assuming all the

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The use of semi-rigid joints is among the novelties incorporated in Eurocode 3. Although the benefits of semi-rigid joints are extensively documented, they are not really used much in practice. There is a lack of appropriate design methods, models and tools. In this article a design method suitable