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On the design and seismic response of RC frame buildings designed with Eurocode 8

โœ Scribed by Jorge A. Rivera; Lorenza Petrini

Publisher
Springer
Year
2011
Tongue
English
Weight
825 KB
Volume
9
Category
Article
ISSN
1570-761X

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The bidirectional response of a two-storey RC frame structure with two adjacent sides infilled is studied through shaking table tests and non-linear dynamic analyses. The pre-cracking stiffness of the infills is large enough to impose twisting of the infilled structure about the common corner of the