Plastic disproportionate collapse at lost corner columns
نویسندگان
چکیده
منابع مشابه
Parametric Analysis on Collapse-resistance Performance of Reinforced-concrete Frame with Specially Shaped Columns Under Loss of a Corner Column
Abstract: A finite element model is verified accurate enough to simulate the static test of one reinforced-concrete frame with specially shaped columns subjected to the loss of a ground corner column. As the frame sustained loads primarily depending on the beam resisting mechanism in the test, four related parameters, namely the height of beam section, rebar ratio of beam, rebar ratio of slab a...
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ژورنال
عنوان ژورنال: Magazine of Concrete Research
سال: 2009
ISSN: 0024-9831,1751-763X
DOI: 10.1680/macr.2008.00046