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- W2356084564 abstract "The test researching on mechanic performance under eccentrical load is performed on 3 steel high reinforced concrete T-shaped short columns and 1 high reinforced concrete T-shaped short column.The main factors such as steel ratio which affect bearing capacity are analyzed.And interrelated curves between bearing capacity and the affected factors are obtained.The calculated results show that the limit capacity values of axial compression of steel high reinforced concrete special-shaped short columns are generally(20～34)% higher than those of high reinforced concrete T-shaped short columns.So this new type of high reinforced concrete T-shaped short columns can be used in the engineering." @default.
- W2356084564 created "2016-06-24" @default.
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- W2356084564 date "2008-01-01" @default.
- W2356084564 modified "2023-09-23" @default.
- W2356084564 title "Experiment of Steel High Reinforced Concrete T-Shaped Short Columns Subjected to Eccentrical Load" @default.
- W2356084564 hasPublicationYear "2008" @default.
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