Earthquake-resistant design of indeterminate reinforced-concrete slender column elements
The work extends the range of application of previous work, which had been concerned with the earthquake-resistant design of reinforced concrete short column elements (elements with a shear span-to-depth ratio smaller than 2), by means of an experimental investigation into the behaviour of slender c...
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Veröffentlicht in: | Engineering structures 2007-02, Vol.29 (2), p.163-175 |
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Format: | Artikel |
Sprache: | eng |
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