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Influence of strain rate on the seismic response of RC structures

โœ Scribed by Domenico Asprone; Raffaele Frascadore; Marco Di Ludovico; Andrea Prota; Gaetano Manfredi

Book ID
113601981
Publisher
Elsevier Science
Year
2012
Tongue
English
Weight
874 KB
Volume
35
Category
Article
ISSN
0141-0296

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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